geolib.models.dsheetpiling.internal

Classes

Anchor(*args, name[, level, e_modulus, ...])
AnchorData(*args, anchordata)
AnchorOrStrutPresstressReference(**data)	Used in the ConstructionStage to identify anchor and assign a prestress.
Anchors(*args[, anchors])	Container for Anchor.
BaseVerificationStructureProperties(*args[, ...])
BreukData(*args, ...)
CalculationOptions(*args[, ...])
CalculationOptionsPerStage(*args[, stageoptions])	Representation of [CALCULATION OPTIONS PER STAGE] block.
ConstructionStage(*args, name[, ...])
ConstructionStages(*args[, stages])
CurAnchorForceResults(*args, ...)
DSheetPilingDumpStructure(*args, dumpfile)
DSheetPilingInputStructure(*args, version, ...)	Representation of complete .shi file.
DSheetPilingOutputStructure(*args, ...[, ...])
DSheetPilingStructure(*args, input_data[, ...])
DesignLengthCalculation(*args, ...)
DesignLengthInfo(*args, designlengthinfo)
DesignSheetpileLength(*args[, ...])
HorizontalLineLoad(*args, name[, level, ...])
HorizontalLineLoads(*args[, loads])
Model(*args[, model, method, verification, ...])
Moment(*args, name[, level, load, ...])
Moments(*args[, loads])
MomentsForcesDisplacements(*args, ...)
NormalForce(*args, name, ...[, load_type, ...])
NormalForces(*args[, loads])
OutputConstructionStage(*args[, ...])
PointsOnSheetpile(*args, pointsonsheetpile)
Pressures(*args, pressures)
Resume(*args, resume)
SheetPileElement(*args, **kwargs)
SheetPiling(*args, sheetpiling, ...)
SideOutput(*args[, calculation_method, ...])
Soil(*args[, name, soilcolor, soilsoiltype, ...])
SoilCollection(*args[, soil])
SoilLayer(*args, top_of_layer, soil, ...)
SoilProfile(*args, name, layers, coordinate)
SoilProfiles(*args[, soil_profiles, ...])
StageOptions(*args[, ...])	Representation of [STAGE] block.
Strut(*args, name[, level, e_modulus, ...])
Struts(*args[, struts])	Container for Strut.
Support(*args, name, level, ...)	Internal structure for spring and rigid supports.
SupportContainer(*args[, supports])
SurchargeLoad(*args, name[, points, ...])
SurchargeLoads(*args[, loads])
SurchargePoint(*args, surchargeloaddistance, ...)
Surface(*args, name, points[, ...])
Surfaces(*args[, surfaces])
UniformLoad(*args, name, uniformloadleft, ...)
UniformLoads(*args[, loads])
Version(*args[, soil, d__sheet_piling])
VersionExternals(*args[, ...])
VerticalBalance(*args[, sheetpilingqcrep, ...])
VibrationPosition(*args, x, z)
VibrationPositions(*args[, positions])
Water(*args[, unit_weight_of_water])
WaterLevel(*args, name, level[, ...])
WaterLevels(*args[, levels])

class geolib.models.dsheetpiling.internal.Anchor(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], level: float = 0, e_modulus: Annotated[float, Gt(gt=0)] = 210000000.0, cross_section: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Gt(gt=0)])] | None = 0.001, wall_height_kranz: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0)])] | None = 0.0, length: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Gt(gt=0)])] | None = 1, angle: float | None = 0.0, yield_force: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0)])] | None = 0.0, side: Side = Side.RIGHT)

angle: Optional[float]

cross_section: Optional[Annotated[float]]

e_modulus: Annotated[float]

length: Optional[Annotated[float]]

level: float

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

side: Side

wall_height_kranz: Optional[Annotated[float]]

yield_force: Optional[Annotated[float]]

class geolib.models.dsheetpiling.internal.AnchorData(*args, anchordata: List[Dict[str, float | str]])

anchordata: List[Dict[str, Union[float, str]]]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.AnchorOrStrutPresstressReference(**data)

Used in the ConstructionStage to identify anchor and assign a prestress.

Parameters:

data (Any)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: str

pre_stress: Annotated[float]

class geolib.models.dsheetpiling.internal.Anchors(*args, anchors: List[Anchor] = [])

Container for Anchor.

property anchor_names: Set[str]

anchors: List[Anchor]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.BaseVerificationStructureProperties(*args, points_on_sheetpile: List[PointsOnSheetpile] | None = None, construction_stage: List[OutputConstructionStage] | None = None)

construction_stage: Optional[List[OutputConstructionStage]]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

points_on_sheetpile: Optional[List[PointsOnSheetpile]]

class geolib.models.dsheetpiling.internal.BreukData(*args, percentage_mobilized_resistance_left: float, percentage_mobilized_resistance_right: float, effective_left: float, effective_right: float, water_pressure_left: float, water_pressure_right: float, max_passive_effect_resistance_left: float, max_passive_effect_resistance_right: float, max_passive_moment_left: float, max_passive_moment_right: float, max_mobilized_passive_moment_left: float, max_mobilized_passive_moment_right: float, vertical_force_left: float, vertical_force_right: float, level_of_single_support: float, node_of_single_support: float, moment_present: float, active_side: float)

active_side: float

effective_left: float

effective_right: float

level_of_single_support: float

max_mobilized_passive_moment_left: float

max_mobilized_passive_moment_right: float

max_passive_effect_resistance_left: float

max_passive_effect_resistance_right: float

max_passive_moment_left: float

max_passive_moment_right: float

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

moment_present: float

node_of_single_support: float

percentage_mobilized_resistance_left: float

percentage_mobilized_resistance_right: float

vertical_force_left: float

vertical_force_right: float

water_pressure_left: float

water_pressure_right: float

class geolib.models.dsheetpiling.internal.CalculationOptions(*args, calcfirststageinitial: bool = False, calcminornodeson: bool = False, calcreducedeltas: bool = False, inputcalculationtype: CalculationType = CalculationType.STANDARD, isvibrationcalculation: bool = False, allowableanchorforcecalculationtype: bool = False, calcautolambdason: bool = True, designstage: Annotated[int, Ge(ge=0)] = 0, designpilelengthfrom: Annotated[float, Ge(ge=1), Le(le=100)] = 1, designpilelengthto: Annotated[float, Ge(ge=1), Le(le=100)] = 1, designpilelengthdecrement: Annotated[float, Ge(ge=0.01), Le(le=10)] = 0.01, designpilelengthnew: int = 1, designtype: DesignType = DesignType.REPRESENTATIVE, designeurocodepartialfactorset: PartialFactorSetEC = PartialFactorSetEC.DA1SET1, designpartialfactorsetec7nadnl: PartialFactorSetEC7NADNL = PartialFactorSetEC7NADNL.RC0, designec7nlmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, designec7bmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, designec7bepartialfactorset: PartialFactorSetEC7NADBE = PartialFactorSetEC7NADBE.RC1SET1, designec7bemethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, designpartialfactorset: PartialFactorSetCUR = PartialFactorSetCUR.CLASSI, designcurmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, verifytype: VerifyType = VerifyType.CUR, eurocodepartialfactorset: PartialFactorSetVerifyEC = PartialFactorSetVerifyEC.DA1, eurocodeoverallstability: bool = False, ec7nlmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, ec7nloverallpartialfactorset: PartialFactorSetEC7NADNL = PartialFactorSetEC7NADNL.RC0, ec7nloverallanchorfactor: Annotated[float, Ge(ge=0.001), Le(le=1000)] = 1, ec7nadnloverallstability: bool = False, ec7nlassessmenttype: AssessmentTypeEC7NL = AssessmentTypeEC7NL.NewConstruction, ec7beoverallstability: bool = False, ec7bemethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, ec7beoverallriskclass: RiskClassEC7BE = RiskClassEC7BE.RC2, nbmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, curmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, curoverallpartialfactorset: PartialFactorSetCUR = PartialFactorSetCUR.CLASSI, curoverallanchorfactor: Annotated[float, Ge(ge=0.001), Le(le=1000)] = 1, curoverallstability: bool = False, curanchorforcestage: Annotated[int, Ge(ge=0)] = 0, curstabilitystage: Annotated[int, Ge(ge=0)] = 0, overallstabilitytype: DesignType = DesignType.REPRESENTATIVE, stabilityexport: bool = False, stabilityeurocodepartialfactorset: PartialFactorSetEC = PartialFactorSetEC.DA1SET1, stabilityec7nlpartialfactorset: PartialFactorSetEC7NADNL = PartialFactorSetEC7NADNL.RC0, overallstabilityec7bepartialfactorset: PartialFactorSetEC7NADBE = PartialFactorSetEC7NADBE.RC1SET1, stabilitycurpartialfactorset: PartialFactorSetCUR = PartialFactorSetCUR.CLASSI, partial_factors_eurocode_da1_set1: PartialFactorsEurocodeDa1Set1 = PartialFactorsEurocodeDa1Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=0.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.1, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da1_set2: PartialFactorsEurocodeDa1Set2 = PartialFactorsEurocodeDa1Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.3, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da2: PartialFactorsEurocodeDa2 = PartialFactorsEurocodeDa2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.1, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.4, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da3: PartialFactorsEurocodeDa3 = PartialFactorsEurocodeDa3(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.3, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_ec7_nl_0: PartialFactorsEc7Nl0 = PartialFactorsEc7Nl0(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.05, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.15, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=0.9, overallstabilityfactorcohesion=1.3, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.2), partial_factors_ec7_nl_1: PartialFactorsEc7Nl1 = PartialFactorsEc7Nl1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.15, materialfactortgphi=1.15, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.2, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.3, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.25), partial_factors_ec7_nl_2: PartialFactorsEc7Nl2 = PartialFactorsEc7Nl2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.175, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.45, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.25), partial_factors_ec7_nl_3: PartialFactorsEc7Nl3 = PartialFactorsEc7Nl3(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.25, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.4, materialfactortgphi=1.2, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.6, overallstabilityfactortgphi=1.3, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.35, verticalbalancegammamb=1.25), partial_factors_ec7_be_1_set1: PartialFactorsEc7BE1Set1 = PartialFactorsEc7BE1Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.2, effectfactorvarunfav=1.083, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_1_set2: PartialFactorsEc7BE1Set2 = PartialFactorsEc7BE1Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.1, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.1, materialfactortgphi=1.1, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.1, overallstabilityfactortgphi=1.1, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.3), partial_factors_ec7_be_2_set1: PartialFactorsEc7BE2Set1 = PartialFactorsEc7BE2Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.111, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_2_set2: PartialFactorsEc7BE2Set2 = PartialFactorsEc7BE2Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.1, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.25, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.3), partial_factors_ec7_be_3_set1: PartialFactorsEc7BE3Set1 = PartialFactorsEc7BE3Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.5, effectfactorvarunfav=1.2, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_3_set2: PartialFactorsEc7BE3Set2 = PartialFactorsEc7BE3Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.2, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.4, materialfactortgphi=1.4, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.4, overallstabilityfactortgphi=1.4, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.3), partial_factors_cur_i: PartialFactorsCurI = PartialFactorsCurI(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.05, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.2, geometrydeltapassivephreaticline=0.15, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=0.9, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_cur_ii: PartialFactorsCurIi = PartialFactorsCurIi(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.15, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.3, geometrydeltapassivephreaticline=0.2, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_cur_iii: PartialFactorsCurIii = PartialFactorsCurIii(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.25, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.1, materialfactortgphi=1.2, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.35, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.1, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25))

allowableanchorforcecalculationtype: bool

calcautolambdason: bool

calcfirststageinitial: bool

calcminornodeson: bool

calcreducedeltas: bool

curanchorforcestage: Annotated[int]

curmethod: PartialFactorCalculationType

curoverallanchorfactor: Annotated[float]

curoverallpartialfactorset: PartialFactorSetCUR

curoverallstability: bool

curstabilitystage: Annotated[int]

designcurmethod: PartialFactorCalculationType

designec7bemethod: PartialFactorCalculationType

designec7bepartialfactorset: PartialFactorSetEC7NADBE

designec7bmethod: PartialFactorCalculationType

designec7nlmethod: PartialFactorCalculationType

designeurocodepartialfactorset: PartialFactorSetEC

designpartialfactorset: PartialFactorSetCUR

designpartialfactorsetec7nadnl: PartialFactorSetEC7NADNL

designpilelengthdecrement: Annotated[float]

designpilelengthfrom: Annotated[float]

designpilelengthnew: int

designpilelengthto: Annotated[float]

designstage: Annotated[int]

designtype: DesignType

ec7bemethod: PartialFactorCalculationType

ec7beoverallriskclass: RiskClassEC7BE

ec7beoverallstability: bool

ec7nadnloverallstability: bool

ec7nlassessmenttype: AssessmentTypeEC7NL

ec7nlmethod: PartialFactorCalculationType

ec7nloverallanchorfactor: Annotated[float]

ec7nloverallpartialfactorset: PartialFactorSetEC7NADNL

eurocodeoverallstability: bool

eurocodepartialfactorset: PartialFactorSetVerifyEC

inputcalculationtype: CalculationType

isvibrationcalculation: bool

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

nbmethod: PartialFactorCalculationType

overallstabilityec7bepartialfactorset: PartialFactorSetEC7NADBE

overallstabilitytype: DesignType

partial_factors_cur_i: PartialFactorsCurI

partial_factors_cur_ii: PartialFactorsCurIi

partial_factors_cur_iii: PartialFactorsCurIii

partial_factors_ec7_be_1_set1: PartialFactorsEc7BE1Set1

partial_factors_ec7_be_1_set2: PartialFactorsEc7BE1Set2

partial_factors_ec7_be_2_set1: PartialFactorsEc7BE2Set1

partial_factors_ec7_be_2_set2: PartialFactorsEc7BE2Set2

partial_factors_ec7_be_3_set1: PartialFactorsEc7BE3Set1

partial_factors_ec7_be_3_set2: PartialFactorsEc7BE3Set2

partial_factors_ec7_nl_0: PartialFactorsEc7Nl0

partial_factors_ec7_nl_1: PartialFactorsEc7Nl1

partial_factors_ec7_nl_2: PartialFactorsEc7Nl2

partial_factors_ec7_nl_3: PartialFactorsEc7Nl3

partial_factors_eurocode_da1_set1: PartialFactorsEurocodeDa1Set1

partial_factors_eurocode_da1_set2: PartialFactorsEurocodeDa1Set2

partial_factors_eurocode_da2: PartialFactorsEurocodeDa2

partial_factors_eurocode_da3: PartialFactorsEurocodeDa3

stabilitycurpartialfactorset: PartialFactorSetCUR

stabilityec7nlpartialfactorset: PartialFactorSetEC7NADNL

stabilityeurocodepartialfactorset: PartialFactorSetEC

stabilityexport: bool

verifytype: VerifyType

class geolib.models.dsheetpiling.internal.CalculationOptionsPerStage(*args, stageoptions: List[StageOptions] = [])

Representation of [CALCULATION OPTIONS PER STAGE] block.

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

stageoptions: List[StageOptions]

class geolib.models.dsheetpiling.internal.ConstructionStage(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], displacement_top_sheet_piling: float = 0, passive_side: PassiveSide = PassiveSide.DSHEETPILING_DETERMINED, method_left: LateralEarthPressureMethodStage = LateralEarthPressureMethodStage.KA_KO_KP, method_right: LateralEarthPressureMethodStage = LateralEarthPressureMethodStage.KA_KO_KP, water_level_left: str = 'New Water Level', water_level_right: str = 'New Water Level', surface_left: str = 'New Surface', surface_right: str = 'New Surface', soil_profile_left: str | None = 'New Profile', soil_profile_right: str | None = 'New Profile', anchors: List[AnchorOrStrutPresstressReference] = [], struts: List[AnchorOrStrutPresstressReference] = [], spring_supports: List[str] = [], rigid_supports: List[str] = [], uniform_loads: List[str] = [], surcharge_loads_left: List[str] = [], surcharge_loads_right: List[str] = [], horizontal_line_loads: List[str] = [], moment_loads: List[str] = [], normal_forces: List[str] = [])

anchors: List[AnchorOrStrutPresstressReference]

displacement_top_sheet_piling: float

horizontal_line_loads: List[str]

method_left: LateralEarthPressureMethodStage

method_right: LateralEarthPressureMethodStage

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

moment_loads: List[str]

name: Annotated[str]

normal_forces: List[str]

passive_side: PassiveSide

rigid_supports: List[str]

soil_profile_left: Optional[str]

soil_profile_right: Optional[str]

spring_supports: List[str]

struts: List[AnchorOrStrutPresstressReference]

surcharge_loads_left: List[str]

surcharge_loads_right: List[str]

surface_left: str

surface_right: str

uniform_loads: List[str]

water_level_left: str

water_level_right: str

class geolib.models.dsheetpiling.internal.ConstructionStages(*args, stages: List[ConstructionStage] = [])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

property stage_names: Set[str]

stages: List[ConstructionStage]

class geolib.models.dsheetpiling.internal.CurAnchorForceResults(*args, curanchorforceresults: List[Dict[str, float]])

curanchorforceresults: List[Dict[str, float]]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.DSheetPilingDumpStructure(*args, dumpfile: DSheetPilingStructure)

dumpfile: DSheetPilingStructure

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.DSheetPilingInputStructure(*args, version: ~geolib.models.dsheetpiling.internal.Version = Version(soil=1010, d__sheet_piling=1033), version_externals: ~geolib.models.dsheetpiling.internal.VersionExternals = VersionExternals(dgscptipcalc____dll='21.3.1.35380', dgscptipui____dll='21.3.1.35380'), soil_collection: ~geolib.models.dsheetpiling.internal.SoilCollection = SoilCollection(soil=[]), run_identification: str = '\n\n', model: ~geolib.models.dsheetpiling.internal.Model = Model(model=<ModelType.SHEET_PILING: 0>, method=<LateralEarthPressureMethod.MIXED: 2>, verification=False, pile_load_option=False, pile_load_by_user=False, probabilistic=False, check_vertical_balance=True, trildens_calculation=True, diepwand_calculation=False, elastic_calculation=True, wooden_sheetpiling=False), cpt_list: str = 'Count=0', sheet_piling: str | ~geolib.models.dsheetpiling.internal.SheetPiling = SheetPiling(sheetpiling=[SheetPileElement(name='New element', sheetpilingelementmaterialtype=<SheetPilingElementMaterialType.Steel: 1>, sheetpilingelementei=100000.0, sheetpilingelementwidth=1.0, sheetpilingelementlevel=-10.0, sheetpilingelementheight=400, sheetpilingpilewidth=0.0, sheetpilingelementsectionarea=170, sheetpilingelementresistingmoment=0, sheetpilingelementreductionfactorei=1.0, sheetpilingelementnote='', sheetpilingelementmaxcharacteristicmoment=0.0, sheetpilingelementmaxplasticcharacteristicmoment=0.0, sheetpilingelementkmod=0.01, sheetpilingelementmaterialfactor=0.01, ssheetpilingelementreductionfactormaxmoment=1.0, diaphragmwallissymmetric=0, diaphragmwallposeielastoplastic1=0.0, diaphragmwallnegeielastoplastic1=0.0, diaphragmwallposmomelastic=100000.0, diaphragmwallnegmomelastic=0.0, diaphragmwallposmomplastic=0.0, diaphragmwallnegmomplastic=0.0, diaphragmwallposeielastoplastic2=0.0, diaphragmwallposmomelastoplastic=0.0, diaphragmwallnegeielastoplastic2=0.0, diaphragmwallnegmomelastoplastic=0.0, woodensheetpilingelemente=100000.0, woodensheetpilingelementcharacflexuralstrength=0.0, woodensheetpilingelementksys=1.15, woodensheetpilingelementkdef=1.0, woodensheetpilingelementpsi2eff=1.0, woodensheetpilingelementmaterialfactor=1.3, woodensheetpilingelementkmodfshort=0.65, woodensheetpilingelementkmodflong=0.5, woodensheetpilingelementkmode=0.8)], leveltopsheetpiling=0.0, lengthsheetpiling=10.0), combined_wall: str = '', vertical_balance: ~geolib.models.dsheetpiling.internal.VerticalBalance = VerticalBalance(sheetpilingqcrep=0.001, sheetpilingxi=1.39), settlement_by_vibration_params: str = 'SheetPilingNumberOfPilesDrilled=2', horizontal_line_loads: ~geolib.models.dsheetpiling.internal.HorizontalLineLoads | str | None = None, uniform_loads: ~geolib.models.dsheetpiling.internal.UniformLoads | None = None, surcharge_loads: ~geolib.models.dsheetpiling.internal.SurchargeLoads | None = None, water: ~geolib.models.dsheetpiling.internal.Water = Water(unit_weight_of_water=9.81), earth_quake: str = '0.00', soil_profiles: ~geolib.models.dsheetpiling.internal.SoilProfiles | str = '  1 Number of spring characteristics curves\n  0 1/0 : Yes/No Unloading curve\n  1 1/0 : Yes/No Use Cur values\n\n  1 Number of soil profiles \nNew Profile\n       0.000 X coordinate\n       0.000 Y coordinate\n\n  1 Number of soil layers per soil profile\n Nr      Level   Wosp Top  Wosp Bott Material Name\n  1       0.00       0.00       0.00 New Material', surfaces: str | ~geolib.models.dsheetpiling.internal.Surfaces = '1 Number of surfaces \n1     1 New Surface\n0.00  Standard deviation\n2  Distribution type\nNr     X-coord     Value\n1       0.00       0.00', waterlevels: ~geolib.models.dsheetpiling.internal.WaterLevels | str = '  1 Number of Waterlevels \n  3 Number of Data per Waterlevel \nNew Water Level\n      0.00\n      0.00\n         2', construction_stages: str | ~geolib.models.dsheetpiling.internal.ConstructionStages = ConstructionStages(stages=[]), calculation_options_per_stage: ~geolib.models.dsheetpiling.internal.CalculationOptionsPerStage = CalculationOptionsPerStage(stageoptions=[]), calculation_options: ~geolib.models.dsheetpiling.internal.CalculationOptions = CalculationOptions(calcfirststageinitial=False, calcminornodeson=False, calcreducedeltas=False, inputcalculationtype=<CalculationType.STANDARD: 0>, isvibrationcalculation=False, allowableanchorforcecalculationtype=False, calcautolambdason=True, designstage=0, designpilelengthfrom=1.0, designpilelengthto=1.0, designpilelengthdecrement=0.01, designpilelengthnew=1, designtype=<DesignType.REPRESENTATIVE: 0>, designeurocodepartialfactorset=<PartialFactorSetEC.DA1SET1: 0>, designpartialfactorsetec7nadnl=<PartialFactorSetEC7NADNL.RC0: 0>, designec7nlmethod=<PartialFactorCalculationType.METHODA: 0>, designec7bmethod=<PartialFactorCalculationType.METHODA: 0>, designec7bepartialfactorset=<PartialFactorSetEC7NADBE.RC1SET1: 0>, designec7bemethod=<PartialFactorCalculationType.METHODA: 0>, designpartialfactorset=<PartialFactorSetCUR.CLASSI: 0>, designcurmethod=<PartialFactorCalculationType.METHODA: 0>, verifytype=<VerifyType.CUR: 0>, eurocodepartialfactorset=<PartialFactorSetVerifyEC.DA1: 0>, eurocodeoverallstability=False, ec7nlmethod=<PartialFactorCalculationType.METHODA: 0>, ec7nloverallpartialfactorset=<PartialFactorSetEC7NADNL.RC0: 0>, ec7nloverallanchorfactor=1.0, ec7nadnloverallstability=False, ec7nlassessmenttype=<AssessmentTypeEC7NL.NewConstruction: 0>, ec7beoverallstability=False, ec7bemethod=<PartialFactorCalculationType.METHODA: 0>, ec7beoverallriskclass=<RiskClassEC7BE.RC2: 1>, nbmethod=<PartialFactorCalculationType.METHODA: 0>, curmethod=<PartialFactorCalculationType.METHODA: 0>, curoverallpartialfactorset=<PartialFactorSetCUR.CLASSI: 0>, curoverallanchorfactor=1.0, curoverallstability=False, curanchorforcestage=0, curstabilitystage=0, overallstabilitytype=<DesignType.REPRESENTATIVE: 0>, stabilityexport=False, stabilityeurocodepartialfactorset=<PartialFactorSetEC.DA1SET1: 0>, stabilityec7nlpartialfactorset=<PartialFactorSetEC7NADNL.RC0: 0>, overallstabilityec7bepartialfactorset=<PartialFactorSetEC7NADBE.RC1SET1: 0>, stabilitycurpartialfactorset=<PartialFactorSetCUR.CLASSI: 0>, partial_factors_eurocode_da1_set1=PartialFactorsEurocodeDa1Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=0.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.1, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da1_set2=PartialFactorsEurocodeDa1Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.3, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da2=PartialFactorsEurocodeDa2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.1, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.4, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da3=PartialFactorsEurocodeDa3(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.3, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_ec7_nl_0=PartialFactorsEc7Nl0(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.05, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.15, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=0.9, overallstabilityfactorcohesion=1.3, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.2), partial_factors_ec7_nl_1=PartialFactorsEc7Nl1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.15, materialfactortgphi=1.15, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.2, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.3, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.25), partial_factors_ec7_nl_2=PartialFactorsEc7Nl2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.175, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.45, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.25), partial_factors_ec7_nl_3=PartialFactorsEc7Nl3(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.25, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.4, materialfactortgphi=1.2, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.6, overallstabilityfactortgphi=1.3, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.35, verticalbalancegammamb=1.25), partial_factors_ec7_be_1_set1=PartialFactorsEc7BE1Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.2, effectfactorvarunfav=1.083, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_1_set2=PartialFactorsEc7BE1Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.1, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.1, materialfactortgphi=1.1, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.1, overallstabilityfactortgphi=1.1, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.3), partial_factors_ec7_be_2_set1=PartialFactorsEc7BE2Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.111, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_2_set2=PartialFactorsEc7BE2Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.1, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.25, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.3), partial_factors_ec7_be_3_set1=PartialFactorsEc7BE3Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.5, effectfactorvarunfav=1.2, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_3_set2=PartialFactorsEc7BE3Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.2, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.4, materialfactortgphi=1.4, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.4, overallstabilityfactortgphi=1.4, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.3), partial_factors_cur_i=PartialFactorsCurI(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.05, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.2, geometrydeltapassivephreaticline=0.15, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=0.9, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_cur_ii=PartialFactorsCurIi(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.15, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.3, geometrydeltapassivephreaticline=0.2, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_cur_iii=PartialFactorsCurIii(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.25, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.1, materialfactortgphi=1.2, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.35, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.1, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25)), probabilistic_calculation_options: str = 'ZFunctionType=1\nZFunctionMobilisation=100.00\nZFunctionMoment=0.00\nZFunctionAnchorForce=0.00\nZFunctionAnchor=-1', probabilistic_control_parameters: str = 'IterationFactor=1.000\nIterationNumber=15\nCriteriaLimit1=0.010000\nCriteriaLimit2=0.010000\nReliabilityStage=0', soil_displacements: str | None = None, rigid_supports: str | ~geolib.models.dsheetpiling.internal.SupportContainer | None = None, spring_supports: str | ~geolib.models.dsheetpiling.internal.SupportContainer | None = None, moments: str | ~geolib.models.dsheetpiling.internal.Moments | None = None, normal_forces: str | ~geolib.models.dsheetpiling.internal.NormalForces | None = None, anchors: str | ~geolib.models.dsheetpiling.internal.Anchors | None = None, struts: str | ~geolib.models.dsheetpiling.internal.Struts | None = None, vibration_positions: str | ~geolib.models.dsheetpiling.internal.VibrationPositions | None = None)

Representation of complete .shi file.

add_anchor(stage_id, anchor, pre_tension)

Parameters:

• stage_id (int)

• anchor (Anchor)

• pre_tension (float)

Return type:

None

add_calculation_options_per_stage(input_calc_options, stage_id)

Parameters:

• input_calc_options (CalculationOptionsPerStage)

• stage_id (int)

Return type:

None

add_element_in_sheet_piling(sheet, location_top=None)

Parameters:

• sheet (Any)

• location_top (Optional[Point])

Return type:

None

add_load(load, stage_id)

Parameters:

• load (Union[HorizontalLineLoad, Moment, NormalForce])

• stage_id (int)

add_profile(stage_id, profile, side)

Parameters:

• stage_id (int)

• profile (SoilProfile)

• side (Side)

Return type:

None

add_rigid_support(stage_id, support)

Parameters:

• stage_id (int)

• support (Support)

Return type:

None

add_spring_support(stage_id, support)

Parameters:

• stage_id (int)

• support (Support)

Return type:

None

add_stage(name, passive_side, method_left, method_right, pile_top_displacement)

Parameters:

• name (str)

• passive_side (PassiveSide)

• method_left (LateralEarthPressureMethodStage)

• method_right (LateralEarthPressureMethodStage)

• pile_top_displacement (Optional[float])

Return type:

None

add_strut(stage_id, strut, pre_compression)

Parameters:

• stage_id (int)

• strut (Strut)

• pre_compression (float)

Return type:

None

add_surcharge_load(stage_id, load, side)

Parameters:

• stage_id (int)

• load (SurchargeLoad)

• side (Side)

Return type:

None

add_surface(stage_id, surface, side)

Parameters:

• stage_id (int)

• surface (Surface)

• side (Side)

Return type:

None

add_uniform_load(stage_id, load)

Parameters:

• stage_id (int)

• load (UniformLoad)

Return type:

None

add_water_level(stage_id, water_level, side)

Parameters:

• stage_id (int)

• water_level (WaterLevel)

• side (Side)

Return type:

None

anchors: Union[str, Anchors, None]

calculation_options: CalculationOptions

calculation_options_per_stage: CalculationOptionsPerStage

combined_wall: str

construction_stages: Union[str, ConstructionStages]

cpt_list: str

earth_quake: str

has_stage(stage_id)

Parameters:

stage_id (int)

Return type:

bool

horizontal_line_loads: Union[HorizontalLineLoads, str, None]

property is_valid: bool

Validates the current model structure.

is_valid_unique_load_names(load_list, name)

Load list should have unique names in list of loads.

Parameters:

• load_list (List[str])

• name (str)

Return type:

bool

model: Model

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

moments: Union[str, Moments, None]

normal_forces: Union[str, NormalForces, None]

probabilistic_calculation_options: str

probabilistic_control_parameters: str

When there are no anchors, struts, supports, vibration positions or soil displacements in the model, their respective block is not present in the .shi file.

rigid_supports: Union[str, SupportContainer, None]

run_identification: str

set_calculation_options(**kwargs)

Return type:

None

set_construction(top_level, elements)

Parameters:

• top_level (float)

• elements (List[SheetPileElement])

Return type:

None

set_curve_settings(curve_settings)

Parameters:

curve_settings (CurveSettings)

Return type:

None

set_model(**kwargs)

Return type:

None

set_vertical_balance(vertical_balance)

Parameters:

vertical_balance (VerticalBalance)

settlement_by_vibration_params: str

sheet_piling: Union[str, SheetPiling]

soil_collection: SoilCollection

soil_displacements: Optional[str]

soil_profiles: Union[SoilProfiles, str]

spring_supports: Union[str, SupportContainer, None]

struts: Union[str, Struts, None]

surcharge_loads: Optional[SurchargeLoads]

surfaces: Union[str, Surfaces]

uniform_loads: Optional[UniformLoads]

version: Version

version_externals: VersionExternals

vertical_balance: VerticalBalance

vibration_positions: Union[str, VibrationPositions, None]

water: Water

waterlevels: Union[WaterLevels, str]

class geolib.models.dsheetpiling.internal.DSheetPilingOutputStructure(*args, calculation_type: str, sheet_pile_elements: str | None = None, calculated_displacements: str | None = None, points_on_sheetpile: List[PointsOnSheetpile] | None = None, construction_stage: List[OutputConstructionStage] | None = None, design_sheetpile_length: DesignSheetpileLength | None = None, settlement_by_vibration: str | None = None, overall_partial_factor_set: str | None = None, factors_for_overall_stability: str | None = None, overall_stability_results: str | None = None, factors_for_verification: str | None = None, verify_step_6____5_serviceability_limit_state: BaseVerificationStructureProperties | None = None, verify_step_6____5_multiplied_by_factor: BaseVerificationStructureProperties | None = None, verify_step_6____1_low_modulus_of_subgrade_reaction_and_high_passive_water_level: BaseVerificationStructureProperties | None = None, verify_step_6____2_high_modulus_of_subgrade_reaction_and_high_passive_water_level: BaseVerificationStructureProperties | None = None, verify_step_6____3_low_modulus_of_subgrade_reaction_and_low_passive_water_level: BaseVerificationStructureProperties | None = None, verify_step_6____4_high_modulus_of_subgrade_reaction_and_low_passive_water_level: BaseVerificationStructureProperties | None = None, cur_anchor_force_results: CurAnchorForceResults | None = None, verify_deformation_serviceability_limit_state: BaseVerificationStructureProperties | None = None, eurocode_1_set_1: BaseVerificationStructureProperties | None = None, eurocode_1_set_2: BaseVerificationStructureProperties | None = None, eurocode_2: BaseVerificationStructureProperties | None = None, eurocode_3: BaseVerificationStructureProperties | None = None, eurocode_belgium_set_1: BaseVerificationStructureProperties | None = None, eurocode_belgium_set_2: BaseVerificationStructureProperties | None = None, angles_kranz_calculation: str | None = None, kranz_calculation: str | None = None, kranz_diagram_results: str | None = None, resume: Resume | None = None, anchors_and_struts_resume: str | None = None, supports_resume: str | None = None, maximum_anchor_force: str | None = None, maximum_anchor_force_be_set_1: str | None = None, maximum_summary_results: str | None = None, maximum_summary_results_be_set_1: str | None = None, warnings: str | None = None, errors: str | None = None)

anchors_and_struts_resume: Optional[str]

angles_kranz_calculation: Optional[str]

calculated_displacements: Optional[str]

calculation_type: str

construction_stage: Optional[List[OutputConstructionStage]]

cur_anchor_force_results: Optional[CurAnchorForceResults]

design_sheetpile_length: Optional[DesignSheetpileLength]

errors: Optional[str]

eurocode_1_set_1: Optional[BaseVerificationStructureProperties]

eurocode_1_set_2: Optional[BaseVerificationStructureProperties]

eurocode_2: Optional[BaseVerificationStructureProperties]

eurocode_3: Optional[BaseVerificationStructureProperties]

eurocode_belgium_set_1: Optional[BaseVerificationStructureProperties]

eurocode_belgium_set_2: Optional[BaseVerificationStructureProperties]

factors_for_overall_stability: Optional[str]

factors_for_verification: Optional[str]

kranz_calculation: Optional[str]

kranz_diagram_results: Optional[str]

maximum_anchor_force: Optional[str]

maximum_anchor_force_be_set_1: Optional[str]

maximum_summary_results: Optional[str]

maximum_summary_results_be_set_1: Optional[str]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

overall_partial_factor_set: Optional[str]

overall_stability_results: Optional[str]

points_on_sheetpile: Optional[List[PointsOnSheetpile]]

resume: Optional[Resume]

settlement_by_vibration: Optional[str]

sheet_pile_elements: Optional[str]

supports_resume: Optional[str]

verify_deformation_serviceability_limit_state: Optional[BaseVerificationStructureProperties]

verify_step_6____1_low_modulus_of_subgrade_reaction_and_high_passive_water_level: Optional[BaseVerificationStructureProperties]

verify_step_6____2_high_modulus_of_subgrade_reaction_and_high_passive_water_level: Optional[BaseVerificationStructureProperties]

verify_step_6____3_low_modulus_of_subgrade_reaction_and_low_passive_water_level: Optional[BaseVerificationStructureProperties]

verify_step_6____4_high_modulus_of_subgrade_reaction_and_low_passive_water_level: Optional[BaseVerificationStructureProperties]

verify_step_6____5_multiplied_by_factor: Optional[BaseVerificationStructureProperties]

verify_step_6____5_serviceability_limit_state: Optional[BaseVerificationStructureProperties]

warnings: Optional[str]

class geolib.models.dsheetpiling.internal.DSheetPilingStructure(*args, input_data: ~geolib.models.dsheetpiling.internal.DSheetPilingInputStructure = DSheetPilingInputStructure(version=Version(soil=1010, d__sheet_piling=1033), version_externals=VersionExternals(dgscptipcalc____dll='21.3.1.35380', dgscptipui____dll='21.3.1.35380'), soil_collection=SoilCollection(soil=[]), run_identification='\n\n', model=Model(model=<ModelType.SHEET_PILING: 0>, method=<LateralEarthPressureMethod.MIXED: 2>, verification=False, pile_load_option=False, pile_load_by_user=False, probabilistic=False, check_vertical_balance=True, trildens_calculation=True, diepwand_calculation=False, elastic_calculation=True, wooden_sheetpiling=False), cpt_list='Count=0', sheet_piling=SheetPiling(sheetpiling=[SheetPileElement(name='New element', sheetpilingelementmaterialtype=<SheetPilingElementMaterialType.Steel: 1>, sheetpilingelementei=100000.0, sheetpilingelementwidth=1.0, sheetpilingelementlevel=-10.0, sheetpilingelementheight=400, sheetpilingpilewidth=0.0, sheetpilingelementsectionarea=170, sheetpilingelementresistingmoment=0, sheetpilingelementreductionfactorei=1.0, sheetpilingelementnote='', sheetpilingelementmaxcharacteristicmoment=0.0, sheetpilingelementmaxplasticcharacteristicmoment=0.0, sheetpilingelementkmod=0.01, sheetpilingelementmaterialfactor=0.01, ssheetpilingelementreductionfactormaxmoment=1.0, diaphragmwallissymmetric=0, diaphragmwallposeielastoplastic1=0.0, diaphragmwallnegeielastoplastic1=0.0, diaphragmwallposmomelastic=100000.0, diaphragmwallnegmomelastic=0.0, diaphragmwallposmomplastic=0.0, diaphragmwallnegmomplastic=0.0, diaphragmwallposeielastoplastic2=0.0, diaphragmwallposmomelastoplastic=0.0, diaphragmwallnegeielastoplastic2=0.0, diaphragmwallnegmomelastoplastic=0.0, woodensheetpilingelemente=100000.0, woodensheetpilingelementcharacflexuralstrength=0.0, woodensheetpilingelementksys=1.15, woodensheetpilingelementkdef=1.0, woodensheetpilingelementpsi2eff=1.0, woodensheetpilingelementmaterialfactor=1.3, woodensheetpilingelementkmodfshort=0.65, woodensheetpilingelementkmodflong=0.5, woodensheetpilingelementkmode=0.8)], leveltopsheetpiling=0.0, lengthsheetpiling=10.0), combined_wall='', vertical_balance=VerticalBalance(sheetpilingqcrep=0.001, sheetpilingxi=1.39), settlement_by_vibration_params='SheetPilingNumberOfPilesDrilled=2', horizontal_line_loads=None, uniform_loads=None, surcharge_loads=None, water=Water(unit_weight_of_water=9.81), earth_quake='0.00', soil_profiles='  1 Number of spring characteristics curves\n  0 1/0 : Yes/No Unloading curve\n  1 1/0 : Yes/No Use Cur values\n\n  1 Number of soil profiles \nNew Profile\n       0.000 X coordinate\n       0.000 Y coordinate\n\n  1 Number of soil layers per soil profile\n Nr      Level   Wosp Top  Wosp Bott Material Name\n  1       0.00       0.00       0.00 New Material', surfaces='1 Number of surfaces \n1     1 New Surface\n0.00  Standard deviation\n2  Distribution type\nNr     X-coord     Value\n1       0.00       0.00', waterlevels='  1 Number of Waterlevels \n  3 Number of Data per Waterlevel \nNew Water Level\n      0.00\n      0.00\n         2', construction_stages=ConstructionStages(stages=[]), calculation_options_per_stage=CalculationOptionsPerStage(stageoptions=[]), calculation_options=CalculationOptions(calcfirststageinitial=False, calcminornodeson=False, calcreducedeltas=False, inputcalculationtype=<CalculationType.STANDARD: 0>, isvibrationcalculation=False, allowableanchorforcecalculationtype=False, calcautolambdason=True, designstage=0, designpilelengthfrom=1.0, designpilelengthto=1.0, designpilelengthdecrement=0.01, designpilelengthnew=1, designtype=<DesignType.REPRESENTATIVE: 0>, designeurocodepartialfactorset=<PartialFactorSetEC.DA1SET1: 0>, designpartialfactorsetec7nadnl=<PartialFactorSetEC7NADNL.RC0: 0>, designec7nlmethod=<PartialFactorCalculationType.METHODA: 0>, designec7bmethod=<PartialFactorCalculationType.METHODA: 0>, designec7bepartialfactorset=<PartialFactorSetEC7NADBE.RC1SET1: 0>, designec7bemethod=<PartialFactorCalculationType.METHODA: 0>, designpartialfactorset=<PartialFactorSetCUR.CLASSI: 0>, designcurmethod=<PartialFactorCalculationType.METHODA: 0>, verifytype=<VerifyType.CUR: 0>, eurocodepartialfactorset=<PartialFactorSetVerifyEC.DA1: 0>, eurocodeoverallstability=False, ec7nlmethod=<PartialFactorCalculationType.METHODA: 0>, ec7nloverallpartialfactorset=<PartialFactorSetEC7NADNL.RC0: 0>, ec7nloverallanchorfactor=1.0, ec7nadnloverallstability=False, ec7nlassessmenttype=<AssessmentTypeEC7NL.NewConstruction: 0>, ec7beoverallstability=False, ec7bemethod=<PartialFactorCalculationType.METHODA: 0>, ec7beoverallriskclass=<RiskClassEC7BE.RC2: 1>, nbmethod=<PartialFactorCalculationType.METHODA: 0>, curmethod=<PartialFactorCalculationType.METHODA: 0>, curoverallpartialfactorset=<PartialFactorSetCUR.CLASSI: 0>, curoverallanchorfactor=1.0, curoverallstability=False, curanchorforcestage=0, curstabilitystage=0, overallstabilitytype=<DesignType.REPRESENTATIVE: 0>, stabilityexport=False, stabilityeurocodepartialfactorset=<PartialFactorSetEC.DA1SET1: 0>, stabilityec7nlpartialfactorset=<PartialFactorSetEC7NADNL.RC0: 0>, overallstabilityec7bepartialfactorset=<PartialFactorSetEC7NADBE.RC1SET1: 0>, stabilitycurpartialfactorset=<PartialFactorSetCUR.CLASSI: 0>, partial_factors_eurocode_da1_set1=PartialFactorsEurocodeDa1Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=0.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.1, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da1_set2=PartialFactorsEurocodeDa1Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.3, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da2=PartialFactorsEurocodeDa2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.1, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.4, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_eurocode_da3=PartialFactorsEurocodeDa3(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.3, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_ec7_nl_0=PartialFactorsEc7Nl0(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.05, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.15, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=0.9, overallstabilityfactorcohesion=1.3, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.2), partial_factors_ec7_nl_1=PartialFactorsEc7Nl1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.15, materialfactortgphi=1.15, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.2, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.3, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.25), partial_factors_ec7_nl_2=PartialFactorsEc7Nl2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.175, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.45, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.2, verticalbalancegammamb=1.25), partial_factors_ec7_nl_3=PartialFactorsEc7Nl3(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.25, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.4, materialfactortgphi=1.2, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.6, overallstabilityfactortgphi=1.3, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.35, verticalbalancegammamb=1.25), partial_factors_ec7_be_1_set1=PartialFactorsEc7BE1Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.2, effectfactorvarunfav=1.083, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_1_set2=PartialFactorsEc7BE1Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.1, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.1, materialfactortgphi=1.1, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.1, overallstabilityfactortgphi=1.1, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.3), partial_factors_ec7_be_2_set1=PartialFactorsEc7BE2Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.35, effectfactorvarunfav=1.111, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_2_set2=PartialFactorsEc7BE2Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.1, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.25, materialfactortgphi=1.25, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.25, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.3), partial_factors_ec7_be_3_set1=PartialFactorsEc7BE3Set1(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.5, effectfactorvarunfav=1.2, materialfactorcohesion=1.0, materialfactortgphi=1.0, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.0, overallstabilityfactortgphi=1.0, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.0), partial_factors_ec7_be_3_set2=PartialFactorsEc7BE3Set2(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.2, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.4, materialfactortgphi=1.4, materialfactorsubgradereaction=1.0, resistancefactor=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, geometryincretainingheightdry=0.3, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.4, overallstabilityfactortgphi=1.4, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=1.0, verticalbalancegammamb=1.3), partial_factors_cur_i=PartialFactorsCurI(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.05, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.2, geometrydeltapassivephreaticline=0.15, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=0.9, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_cur_ii=PartialFactorsCurIi(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.0, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.0, materialfactortgphi=1.15, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.3, geometrydeltapassivephreaticline=0.2, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25), partial_factors_cur_iii=PartialFactorsCurIii(loadfactorpermunfav=1.0, loadfactorpermfav=1.0, loadfactorvarunfav=1.25, loadfactorvarfav=0.0, constructloadfactorpermfav=1.0, constructloadfactorvarfav=1.0, constructloadfactorpermunfavcalc=1.0, constructloadfactorvarunfavcalc=1.0, effectfactor=1.0, effectfactorvarunfav=1.0, materialfactorcohesion=1.1, materialfactortgphi=1.2, materialfactorsubgradereaction=1.3, resistancefactor=1.0, geometryincretainingheight=0.0, geometrymaxincretainingheight=0.0, geometryincretainingheightdry=0.0, geometrydeltapassivesurfacelevel=0.35, geometrydeltapassivephreaticline=0.25, geometrydeltaactivephreaticline=0.05, overallstabilityfactordrivingmoment=1.1, overallstabilityfactorcohesion=1.5, overallstabilityfactortgphi=1.2, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.25)), probabilistic_calculation_options='ZFunctionType=1\nZFunctionMobilisation=100.00\nZFunctionMoment=0.00\nZFunctionAnchorForce=0.00\nZFunctionAnchor=-1', probabilistic_control_parameters='IterationFactor=1.000\nIterationNumber=15\nCriteriaLimit1=0.010000\nCriteriaLimit2=0.010000\nReliabilityStage=0', soil_displacements=None, rigid_supports=None, spring_supports=None, moments=None, normal_forces=None, anchors=None, struts=None, vibration_positions=None), output_data: ~geolib.models.dsheetpiling.internal.DSheetPilingOutputStructure | None = None)

input_data: DSheetPilingInputStructure

property is_valid: bool

Validates the current model structure.

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

output_data: Optional[DSheetPilingOutputStructure]

class geolib.models.dsheetpiling.internal.DesignLengthCalculation(*args, designlengthcalculation: List[Dict[str, float]])

designlengthcalculation: List[Dict[str, float]]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.DesignLengthInfo(*args, designlengthinfo: List[Dict[str, float]])

designlengthinfo: List[Dict[str, float]]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.DesignSheetpileLength(*args, design_length_info: DesignLengthInfo | None = None, design_length_calculation: DesignLengthCalculation | None = None)

design_length_calculation: Optional[DesignLengthCalculation]

design_length_info: Optional[DesignLengthInfo]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.HorizontalLineLoad(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], level: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)] = 0, load: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)] = 100, load_type: LoadTypeFavourableUnfavourable = LoadTypeFavourableUnfavourable.DSHEETPILING_DETERMINED, duration_type: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT)

duration_type: LoadTypePermanentVariable

level: Annotated[float]

load: Annotated[float]

load_type: LoadTypeFavourableUnfavourable

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

class geolib.models.dsheetpiling.internal.HorizontalLineLoads(*args, loads: List[HorizontalLineLoad] = [])

loads: List[HorizontalLineLoad]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.Model(*args, model: ModelType = ModelType.SHEET_PILING, method: LateralEarthPressureMethod = LateralEarthPressureMethod.MIXED, verification: bool = False, pile_load_option: bool = False, pile_load_by_user: bool = False, probabilistic: bool = False, check_vertical_balance: bool = True, trildens_calculation: bool = True, diepwand_calculation: bool = False, elastic_calculation: bool = True, wooden_sheetpiling: bool = False)

check_vertical_balance: bool

diepwand_calculation: bool

elastic_calculation: bool

method: LateralEarthPressureMethod

model: ModelType

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

pile_load_by_user: bool

pile_load_option: bool

probabilistic: bool

trildens_calculation: bool

verification: bool

wooden_sheetpiling: bool

class geolib.models.dsheetpiling.internal.Moment(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], level: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)] = 0, load: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)] = 100, load_type: LoadTypeFavourableUnfavourableMoment = LoadTypeFavourableUnfavourableMoment.FAVOURABLE, duration_type: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT)

duration_type: LoadTypePermanentVariable

level: Annotated[float]

load: Annotated[float]

load_type: LoadTypeFavourableUnfavourableMoment

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

class geolib.models.dsheetpiling.internal.Moments(*args, loads: List[Moment] = [])

loads: List[Moment]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.MomentsForcesDisplacements(*args, momentsforcesdisplacements: List[Dict[str, float]])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

momentsforcesdisplacements: List[Dict[str, float]]

class geolib.models.dsheetpiling.internal.NormalForce(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], force_at_sheet_pile_top: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)], force_at_surface_level_left_side: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)], force_at_surface_level_right_side: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)], force_at_sheet_pile_toe: Annotated[float, Ge(ge=-1000000000000.0), Le(le=1000000000000.0)], load_type: LoadTypeFavourableUnfavourableMoment = LoadTypeFavourableUnfavourableMoment.FAVOURABLE, duration_type: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT)

duration_type: LoadTypePermanentVariable

force_at_sheet_pile_toe: Annotated[float]

force_at_sheet_pile_top: Annotated[float]

force_at_surface_level_left_side: Annotated[float]

force_at_surface_level_right_side: Annotated[float]

load_type: LoadTypeFavourableUnfavourableMoment

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

class geolib.models.dsheetpiling.internal.NormalForces(*args, loads: List[NormalForce] = [])

loads: List[NormalForce]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.OutputConstructionStage(*args, anchor_data: AnchorData | None = None, hload_data: str | None = None, breuk_data: BreukData | None = None, passive_side_data: str | None = None, soil_collapse_data: str | None = None, moments_forces_displacements: MomentsForcesDisplacements | None = None, side: List[SideOutput] | None = None, uniform_load_data: str | None = None, horizontal_line_load_data: str | None = None, surcharge_data: str | None = None, normal_force_data: str | None = None, moment_data: str | None = None, support_data: str | None = None, vertical_balance_data: str | None = None)

anchor_data: Optional[AnchorData]

breuk_data: Optional[BreukData]

hload_data: Optional[str]

horizontal_line_load_data: Optional[str]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

moment_data: Optional[str]

moments_forces_displacements: Optional[MomentsForcesDisplacements]

normal_force_data: Optional[str]

passive_side_data: Optional[str]

side: Optional[List[SideOutput]]

soil_collapse_data: Optional[str]

support_data: Optional[str]

surcharge_data: Optional[str]

uniform_load_data: Optional[str]

vertical_balance_data: Optional[str]

class geolib.models.dsheetpiling.internal.PointsOnSheetpile(*args, pointsonsheetpile: List[Dict[str, float]])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

pointsonsheetpile: List[Dict[str, float]]

class geolib.models.dsheetpiling.internal.Pressures(*args, pressures: List[Dict[str, float | str]])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

pressures: List[Dict[str, Union[float, str]]]

class geolib.models.dsheetpiling.internal.Resume(*args, resume: List[Dict[str, float]])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

resume: List[Dict[str, float]]

class geolib.models.dsheetpiling.internal.SheetPileElement(*args, **kwargs)

diaphragmwallissymmetric: Annotated[int]

diaphragmwallnegeielastoplastic1: Annotated[float]

diaphragmwallnegeielastoplastic2: Annotated[float]

diaphragmwallnegmomelastic: Annotated[float]

diaphragmwallnegmomelastoplastic: Annotated[float]

diaphragmwallnegmomplastic: Annotated[float]

diaphragmwallposeielastoplastic1: Annotated[float]

diaphragmwallposeielastoplastic2: Annotated[float]

diaphragmwallposmomelastic: Annotated[float]

diaphragmwallposmomelastoplastic: Annotated[float]

diaphragmwallposmomplastic: Annotated[float]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

sheetpilingelementei: Annotated[float]

sheetpilingelementheight: Annotated[int]

sheetpilingelementkmod: Annotated[float]

sheetpilingelementlevel: Annotated[float]

sheetpilingelementmaterialfactor: Annotated[float]

sheetpilingelementmaterialtype: SheetPilingElementMaterialType

sheetpilingelementmaxcharacteristicmoment: Annotated[float]

sheetpilingelementmaxplasticcharacteristicmoment: Annotated[float]

sheetpilingelementnote: Annotated[str]

sheetpilingelementreductionfactorei: Annotated[float]

sheetpilingelementresistingmoment: Annotated[int]

sheetpilingelementsectionarea: Annotated[int]

sheetpilingelementwidth: Annotated[float]

sheetpilingpilewidth: Annotated[float]

ssheetpilingelementreductionfactormaxmoment: Annotated[float]

update_arguments_if_invalid_input()

This function updates sheetpilingelementkmod and result_dict_gamma_m_value according to the sheetpilingelementmaterialtype inputed by the user.

For some types the user can define their own parameters and for some others default values are defined.

Return type:

None

woodensheetpilingelementcharacflexuralstrength: Annotated[float]

woodensheetpilingelemente: Annotated[float]

woodensheetpilingelementkdef: Annotated[float]

woodensheetpilingelementkmode: Annotated[float]

woodensheetpilingelementkmodflong: Annotated[float]

woodensheetpilingelementkmodfshort: Annotated[float]

woodensheetpilingelementksys: Annotated[float]

woodensheetpilingelementmaterialfactor: Annotated[float]

woodensheetpilingelementpsi2eff: Annotated[float]

class geolib.models.dsheetpiling.internal.SheetPiling(*args, sheetpiling: ~typing.Annotated[~typing.List[~geolib.models.dsheetpiling.internal.SheetPileElement], ~annotated_types.MinLen(min_length=1)] = [SheetPileElement(name='New element', sheetpilingelementmaterialtype=<SheetPilingElementMaterialType.Steel: 1>, sheetpilingelementei=100000.0, sheetpilingelementwidth=1.0, sheetpilingelementlevel=-10.0, sheetpilingelementheight=400, sheetpilingpilewidth=0.0, sheetpilingelementsectionarea=170, sheetpilingelementresistingmoment=0, sheetpilingelementreductionfactorei=1.0, sheetpilingelementnote='', sheetpilingelementmaxcharacteristicmoment=0.0, sheetpilingelementmaxplasticcharacteristicmoment=0.0, sheetpilingelementkmod=0.01, sheetpilingelementmaterialfactor=0.01, ssheetpilingelementreductionfactormaxmoment=1.0, diaphragmwallissymmetric=0, diaphragmwallposeielastoplastic1=0.0, diaphragmwallnegeielastoplastic1=0.0, diaphragmwallposmomelastic=100000.0, diaphragmwallnegmomelastic=0.0, diaphragmwallposmomplastic=0.0, diaphragmwallnegmomplastic=0.0, diaphragmwallposeielastoplastic2=0.0, diaphragmwallposmomelastoplastic=0.0, diaphragmwallnegeielastoplastic2=0.0, diaphragmwallnegmomelastoplastic=0.0, woodensheetpilingelemente=100000.0, woodensheetpilingelementcharacflexuralstrength=0.0, woodensheetpilingelementksys=1.15, woodensheetpilingelementkdef=1.0, woodensheetpilingelementpsi2eff=1.0, woodensheetpilingelementmaterialfactor=1.3, woodensheetpilingelementkmodfshort=0.65, woodensheetpilingelementkmodflong=0.5, woodensheetpilingelementkmode=0.8)], leveltopsheetpiling: ~typing.Annotated[float, ~annotated_types.Ge(ge=-10000), ~annotated_types.Le(le=10000)] = 0.0, lengthsheetpiling: ~typing.Annotated[float, ~annotated_types.Gt(gt=0)] = 10)

lengthsheetpiling: Annotated[float]

leveltopsheetpiling: Annotated[float]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

sheetpiling: Annotated[List[SheetPileElement]]

class geolib.models.dsheetpiling.internal.SideOutput(*args, calculation_method: str | None = None, water_level: str | None = None, surface: str | None = None, soil_profile_for_single_pile_model: str | None = None, soil_profile_for_sheet_piling_model: str | None = None, pressures: Pressures | None = None, force_from_layer: str | None = None, lambdas: str | None = None, slide_plane: str | None = None, vertical_balance_per_layer: str | None = None)

calculation_method: Optional[str]

force_from_layer: Optional[str]

lambdas: Optional[str]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

pressures: Optional[Pressures]

slide_plane: Optional[str]

soil_profile_for_sheet_piling_model: Optional[str]

soil_profile_for_single_pile_model: Optional[str]

surface: Optional[str]

vertical_balance_per_layer: Optional[str]

water_level: Optional[str]

class geolib.models.dsheetpiling.internal.Soil(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=25, pattern=None)] = 'default soil', soilcolor: int = 9764853, soilsoiltype: SoilTypeModulusSubgradeReaction = SoilTypeModulusSubgradeReaction.SAND, soilgraintype: GrainType = GrainType.FINE, soilgamdry: Annotated[float, Ge(ge=0.0), Le(le=100)] = 0.01, soilgamwet: Annotated[float, Ge(ge=0.0), Le(le=100)] = 0.01, soilrelativedensity: Annotated[float, Ge(ge=0.0), Le(le=100)] = 0, soilemodmenard: Annotated[float, Ge(ge=0.01), Le(le=1000000)] = 0.01, soilcohesion: Annotated[float, Ge(ge=0), Le(le=1000000000)] = 0, soilphi: Annotated[float, Ge(ge=-89), Le(le=89)] = 0, soildelta: Annotated[float, Ge(ge=-80), Le(le=89)] = 0.0, soilisdeltaangleautomaticallycalculated: bool = False, soilocr: Annotated[float, Ge(ge=0.0), Le(le=1000.0)] = 1.0, soilpermeabkx: Annotated[float, Ge(ge=1e-11), Le(le=1000000)] = 0.0001, soilstdcohesion: Annotated[float, Ge(ge=0), Le(le=100000000)] = 0.0, soilstdphi: Annotated[float, Ge(ge=0), Le(le=100000000)] = 0.0, soildistcohesion: DistributionType = DistributionType.NONE, soildistphi: DistributionType = DistributionType.NONE, soilla: Annotated[float, Ge(ge=0.0), Le(le=1000.0)] = 0, soilln: Annotated[float, Ge(ge=0.0), Le(le=1000.0)] = 0.01, soillp: Annotated[float, Ge(ge=0.0), Le(le=1000.0)] = 0.01, soilusemenard: ModulusSubgradeReaction = ModulusSubgradeReaction.MANUAL, soilusebrinchhansen: EarthPressureCoefficients = EarthPressureCoefficients.MANUAL, soilshellfactor: Annotated[float, Ge(ge=1), Le(le=1000)] = 1.0, soillambdatype: LambdaType = LambdaType.MANUAL, soillam1: Annotated[float, Ge(ge=0.0), Le(le=100)] = 50, soillam2: Annotated[float, Ge(ge=0.0), Le(le=100)] = 80, soillam3: Annotated[float, Ge(ge=0.0), Le(le=100)] = 90, soilkb0: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilkb1: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 5.0, soilkb2: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilkb3: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilkb4: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilko0: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilko1: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 5.0, soilko2: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilko3: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilko4: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 10000.0, soilcurkb1: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 2000.0, soilcurkb2: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 800.0, soilcurkb3: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 500.0, soilcurko1: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 2000.0, soilcurko2: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 800.0, soilcurko3: Annotated[float, Ge(ge=0.01), Le(le=10000000000)] = 500.0, soilhorizontalbehaviourtype: HorizontalBehaviorType = HorizontalBehaviorType.ELASTIC, soilelasticity: float = 1000.0, soildefaultelasticity: int = 1)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

soilcohesion: Annotated[float]

soilcolor: int

soilcurkb1: Annotated[float]

soilcurkb2: Annotated[float]

soilcurkb3: Annotated[float]

soilcurko1: Annotated[float]

soilcurko2: Annotated[float]

soilcurko3: Annotated[float]

soildefaultelasticity: int

soildelta: Annotated[float]

soildistcohesion: DistributionType

soildistphi: DistributionType

soilelasticity: float

soilemodmenard: Annotated[float]

soilgamdry: Annotated[float]

soilgamwet: Annotated[float]

soilgraintype: GrainType

soilhorizontalbehaviourtype: HorizontalBehaviorType

soilisdeltaangleautomaticallycalculated: bool

soilkb0: Annotated[float]

soilkb1: Annotated[float]

soilkb2: Annotated[float]

soilkb3: Annotated[float]

soilkb4: Annotated[float]

soilko0: Annotated[float]

soilko1: Annotated[float]

soilko2: Annotated[float]

soilko3: Annotated[float]

soilko4: Annotated[float]

soilla: Annotated[float]

soillam1: Annotated[float]

soillam2: Annotated[float]

soillam3: Annotated[float]

soillambdatype: LambdaType

soilln: Annotated[float]

soillp: Annotated[float]

soilocr: Annotated[float]

soilpermeabkx: Annotated[float]

soilphi: Annotated[float]

soilrelativedensity: Annotated[float]

soilshellfactor: Annotated[float]

soilsoiltype: SoilTypeModulusSubgradeReaction

soilstdcohesion: Annotated[float]

soilstdphi: Annotated[float]

soilusebrinchhansen: EarthPressureCoefficients

soilusemenard: ModulusSubgradeReaction

class geolib.models.dsheetpiling.internal.SoilCollection(*args, soil: List[Soil] = [])

add_soil_if_unique(soil)

Return type:

None

find_soil_id(key)

Return type:

int

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

soil: List[Soil]

property soil_names: Set[str]

class geolib.models.dsheetpiling.internal.SoilLayer(*args, top_of_layer: float, soil: str, water_pressure_top: float, water_pressure_bottom: float)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

soil: str

top_of_layer: float

water_pressure_bottom: float

water_pressure_top: float

class geolib.models.dsheetpiling.internal.SoilProfile(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=25, pattern=None)], layers: List[SoilLayer], coordinate: Point)

coordinate: Point

layers: List[SoilLayer]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

class geolib.models.dsheetpiling.internal.SoilProfiles(*args, soil_profiles: List[SoilProfile] = [], curve_number: Annotated[int, Ge(ge=1), Le(le=4)] = 3, use_unloading_reloading_curve: bool = False, modulus_reaction_type: int = 1)

curve_number: Annotated[int]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

modulus_reaction_type: int

property referenced_soil_names: Set[str]

property soil_profile_names: Set[str]

soil_profiles: List[SoilProfile]

use_unloading_reloading_curve: bool

class geolib.models.dsheetpiling.internal.StageOptions(*args, stagepartialfactorsetcur: PartialFactorSetCUR = PartialFactorSetCUR.UNKNOWN, stageverify: int = 0, stageanchorfactor: Annotated[float, Ge(ge=0.001), Le(le=1000)] = 1, stagepartialfactorsetec7nadnl: PartialFactorSetEC7NADNL = PartialFactorSetEC7NADNL.RC0, stageriskclassec7nadbe: RiskClassEC7BE = RiskClassEC7BE.RC2, stageverifyec7nadnl: int = 0, stageanchorfactorec7nadnl: Annotated[float, Ge(ge=0.001), Le(le=1000)] = 1, stageverifyec7nadbe: int = 0)

Representation of [STAGE] block.

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

stageanchorfactor: Annotated[float]

stageanchorfactorec7nadnl: Annotated[float]

stagepartialfactorsetcur: PartialFactorSetCUR

stagepartialfactorsetec7nadnl: PartialFactorSetEC7NADNL

stageriskclassec7nadbe: RiskClassEC7BE

stageverify: int

stageverifyec7nadbe: int

stageverifyec7nadnl: int

class geolib.models.dsheetpiling.internal.Strut(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], level: float = 0, e_modulus: Annotated[float, Gt(gt=0)] = 210000000.0, cross_section: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Gt(gt=0)])] | None = 0.0001, length: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Gt(gt=0)])] | None = 1, angle: float | None = 0.0, buckling_force: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0)])] | None = 0.0, side: Side = Side.RIGHT)

angle: Optional[float]

buckling_force: Optional[Annotated[float]]

cross_section: Optional[Annotated[float]]

e_modulus: Annotated[float]

length: Optional[Annotated[float]]

level: float

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

side: Side

class geolib.models.dsheetpiling.internal.Struts(*args, struts: List[Strut] = [])

Container for Strut.

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

property strut_names: Set[str]

struts: List[Strut]

class geolib.models.dsheetpiling.internal.Support(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], level: float, rotational_stiffness: Annotated[float, Ge(ge=0)], translational_stiffness: Annotated[float, Ge(ge=0)])

Internal structure for spring and rigid supports.

level: float

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

rotational_stiffness: Annotated[float]

translational_stiffness: Annotated[float]

class geolib.models.dsheetpiling.internal.SupportContainer(*args, supports: List[Support] = [])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

property support_names: Set[str]

supports: List[Support]

class geolib.models.dsheetpiling.internal.SurchargeLoad(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], points: List[SurchargePoint] = [], surchargeloadpermanent: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT, surchargeloadfavourable: LoadTypeFavourableUnfavourable = LoadTypeFavourableUnfavourable.DSHEETPILING_DETERMINED, surchargeloadstandarddeviation: float = 0.0, surchargeloaddistribution: DistributionType = DistributionType.NORMAL)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

points: List[SurchargePoint]

surchargeloaddistribution: DistributionType

surchargeloadfavourable: LoadTypeFavourableUnfavourable

surchargeloadpermanent: LoadTypePermanentVariable

surchargeloadstandarddeviation: float

class geolib.models.dsheetpiling.internal.SurchargeLoads(*args, loads: List[SurchargeLoad] = [])

property load_names: Set[str]

loads: List[SurchargeLoad]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.SurchargePoint(*args, surchargeloaddistance: float, surchargeloadvalue: float)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

surchargeloaddistance: float

surchargeloadvalue: float

class geolib.models.dsheetpiling.internal.Surface(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], points: Annotated[List[dict], MinLen(min_length=1)], distribution_type: DistributionType = DistributionType.NONE, std: Annotated[float, Ge(ge=0)] = 0.0)

distribution_type: DistributionType

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

points: Annotated[List[dict]]

std: Annotated[float]

class geolib.models.dsheetpiling.internal.Surfaces(*args, surfaces: List[Surface] = [])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

property surface_names: Set[str]

surfaces: List[Surface]

class geolib.models.dsheetpiling.internal.UniformLoad(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], uniformloadleft: float, uniformloadright: float, uniformloadpermanent: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT, uniformloadfavourable: LoadTypeFavourableUnfavourable = LoadTypeFavourableUnfavourable.DSHEETPILING_DETERMINED, uniformloadstandarddeviationleft: float, uniformloadstandarddeviationright: float, uniformloaddistleft: DistributionType = DistributionType.NORMAL, uniformloaddistright: DistributionType = DistributionType.NORMAL)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

uniformloaddistleft: DistributionType

uniformloaddistright: DistributionType

uniformloadfavourable: LoadTypeFavourableUnfavourable

uniformloadleft: float

uniformloadpermanent: LoadTypePermanentVariable

uniformloadright: float

uniformloadstandarddeviationleft: float

uniformloadstandarddeviationright: float

class geolib.models.dsheetpiling.internal.UniformLoads(*args, loads: List[UniformLoad] = [])

property load_names: Set[str]

loads: List[UniformLoad]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.Version(*args, soil: int = 1010, d__sheet_piling: int = 1033)

d__sheet_piling: int

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

soil: int

class geolib.models.dsheetpiling.internal.VersionExternals(*args, dgscptipcalc____dll: str = '21.3.1.35380', dgscptipui____dll: str = '21.3.1.35380')

dgscptipcalc____dll: str

dgscptipui____dll: str

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

class geolib.models.dsheetpiling.internal.VerticalBalance(*args, sheetpilingqcrep: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0)])] | None = 0.001, sheetpilingxi: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.1)])] | None = 1.39)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

sheetpilingqcrep: Optional[Annotated[float]]

sheetpilingxi: Optional[Annotated[float]]

class geolib.models.dsheetpiling.internal.VibrationPosition(*args, x: float, z: float)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

x: float

z: float

class geolib.models.dsheetpiling.internal.VibrationPositions(*args, positions: List[VibrationPosition] = [])

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

positions: List[VibrationPosition]

class geolib.models.dsheetpiling.internal.Water(*args, unit_weight_of_water: float = 9.81)

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

unit_weight_of_water: float

class geolib.models.dsheetpiling.internal.WaterLevel(*args, name: Annotated[str, StringConstraints(strip_whitespace=None, to_upper=None, to_lower=None, strict=None, min_length=1, max_length=50, pattern=None)], level: float, distribution_type: DistributionType = DistributionType.NONE, standard_deviation: float = 0.0)

distribution_type: DistributionType

level: float

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

name: Annotated[str]

standard_deviation: float

class geolib.models.dsheetpiling.internal.WaterLevels(*args, levels: List[WaterLevel] = [])

levels: List[WaterLevel]

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'ser_json_inf_nan': 'constants', 'validate_assignment': True, 'validate_default': True}

Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

property water_level_names: Set[str]