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[, ...])
`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: ConstrainedStrValue, level: float = 0, e_modulus: ConstrainedFloatValue = 210000000.0, cross_section: ConstrainedFloatValue | None = 0.001, wall_height_kranz: ConstrainedFloatValue | None = 0.0, length: ConstrainedFloatValue | None = 1, angle: float | None = 0.0, yield_force: ConstrainedFloatValue | None = 0.0, side: Side = Side.RIGHT)¶

angle: Optional[float]¶

cross_section: Optional[ConstrainedFloatValue]¶

e_modulus: ConstrainedFloatValue¶

length: Optional[ConstrainedFloatValue]¶

level: float¶

name: ConstrainedStrValue¶

side: Side¶

wall_height_kranz: Optional[ConstrainedFloatValue]¶

yield_force: Optional[ConstrainedFloatValue]¶

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

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

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

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

Parameters:: data (Any) –

name: str¶

pre_stress: ConstrainedFloatValue¶

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

Container for Anchor.

property anchor_names: Set[str]¶

anchors: List[Anchor]¶

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]]¶

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¶

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: ConstrainedIntValue = 0, designpilelengthfrom: ConstrainedFloatValue = 1, designpilelengthto: ConstrainedFloatValue = 1, designpilelengthdecrement: ConstrainedFloatValue = 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, designpartialfactorsetec7nadbe: PartialFactorSetEC7NADBE = PartialFactorSetEC7NADBE.SET1, 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: ConstrainedFloatValue = 1, ec7nadnloverallstability: bool = False, ec7beoverallstability: bool = False, ec7bemethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, nbmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, curmethod: PartialFactorCalculationType = PartialFactorCalculationType.METHODA, curoverallpartialfactorset: PartialFactorSetCUR = PartialFactorSetCUR.CLASSI, curoverallanchorfactor: ConstrainedFloatValue = 1, curoverallstability: bool = False, curanchorforcestage: ConstrainedIntValue = 0, curstabilitystage: ConstrainedIntValue = 0, overallstabilitytype: DesignType = DesignType.REPRESENTATIVE, stabilityexport: bool = False, stabilityeurocodepartialfactorset: PartialFactorSetEC = PartialFactorSetEC.DA1SET1, stabilityec7nlpartialfactorset: PartialFactorSetEC7NADNL = PartialFactorSetEC7NADNL.RC0, stabilityec7bepartialfactorset: PartialFactorSetEC7NADBE = PartialFactorSetEC7NADBE.SET1, 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, 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, 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, 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, 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, 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, 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, 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, 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_set1: PartialFactorsEc7BESet1 = PartialFactorsEc7BESet1(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=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, 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=1.2), partial_factors_ec7_be_set2: PartialFactorsEc7BESet2 = PartialFactorsEc7BESet2(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, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.25, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.2), 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, 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, 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, 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: ConstrainedIntValue¶

curmethod: PartialFactorCalculationType¶

curoverallanchorfactor: ConstrainedFloatValue¶

curoverallpartialfactorset: PartialFactorSetCUR¶

curoverallstability: bool¶

curstabilitystage: ConstrainedIntValue¶

designcurmethod: PartialFactorCalculationType¶

designec7bemethod: PartialFactorCalculationType¶

designec7bmethod: PartialFactorCalculationType¶

designec7nlmethod: PartialFactorCalculationType¶

designeurocodepartialfactorset: PartialFactorSetEC¶

designpartialfactorset: PartialFactorSetCUR¶

designpartialfactorsetec7nadbe: PartialFactorSetEC7NADBE¶

designpartialfactorsetec7nadnl: PartialFactorSetEC7NADNL¶

designpilelengthdecrement: ConstrainedFloatValue¶

designpilelengthfrom: ConstrainedFloatValue¶

designpilelengthnew: int¶

designpilelengthto: ConstrainedFloatValue¶

designstage: ConstrainedIntValue¶

designtype: DesignType¶

ec7bemethod: PartialFactorCalculationType¶

ec7beoverallstability: bool¶

ec7nadnloverallstability: bool¶

ec7nlmethod: PartialFactorCalculationType¶

ec7nloverallanchorfactor: ConstrainedFloatValue¶

ec7nloverallpartialfactorset: PartialFactorSetEC7NADNL¶

eurocodeoverallstability: bool¶

eurocodepartialfactorset: PartialFactorSetVerifyEC¶

inputcalculationtype: CalculationType¶

isvibrationcalculation: bool¶

nbmethod: PartialFactorCalculationType¶

overallstabilitytype: DesignType¶

partial_factors_cur_i: PartialFactorsCurI¶

partial_factors_cur_ii: PartialFactorsCurIi¶

partial_factors_cur_iii: PartialFactorsCurIii¶

partial_factors_ec7_be_set1: PartialFactorsEc7BESet1¶

partial_factors_ec7_be_set2: PartialFactorsEc7BESet2¶

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¶

stabilityec7bepartialfactorset: PartialFactorSetEC7NADBE¶

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.

stageoptions: List[StageOptions]¶

class geolib.models.dsheetpiling.internal.ConstructionStage(*args, name: ConstrainedStrValue, 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¶

moment_loads: List[str]¶

name: ConstrainedStrValue¶

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] = [])¶

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]]¶

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

dumpfile: DSheetPilingStructure¶

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: str = 'SheetPilingQcRep=0.000\nSheetPilingXi=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>, designpartialfactorsetec7nadbe=<PartialFactorSetEC7NADBE.SET1: 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, ec7beoverallstability=False, ec7bemethod=<PartialFactorCalculationType.METHODA: 0>, 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>, stabilityec7bepartialfactorset=<PartialFactorSetEC7NADBE.SET1: 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, 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, 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, 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, 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, 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, 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, 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, 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_set1=PartialFactorsEc7BESet1(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=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, 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=1.2), partial_factors_ec7_be_set2=PartialFactorsEc7BESet2(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, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.25, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.2), 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, 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, 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, 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¶

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

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: str¶

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_summary_results: 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_summary_results: Optional[str]¶

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='SheetPilingQcRep=0.000\nSheetPilingXi=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>, designpartialfactorsetec7nadbe=<PartialFactorSetEC7NADBE.SET1: 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, ec7beoverallstability=False, ec7bemethod=<PartialFactorCalculationType.METHODA: 0>, 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>, stabilityec7bepartialfactorset=<PartialFactorSetEC7NADBE.SET1: 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, 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, 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, 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, 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, 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, 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, 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, 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_set1=PartialFactorsEc7BESet1(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=1.0, geometryincretainingheight=10.0, geometrymaxincretainingheight=0.5, 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=1.2), partial_factors_ec7_be_set2=PartialFactorsEc7BESet2(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, geometrydeltapassivesurfacelevel=0.0, geometrydeltapassivephreaticline=0.0, geometrydeltaactivephreaticline=0.0, overallstabilityfactordrivingmoment=1.0, overallstabilityfactorcohesion=1.25, overallstabilityfactortgphi=1.25, overallstabilityfactorunitweight=1.0, factorrepvaluesmdpmax=0.0, verticalbalancegammamb=1.2), 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, 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, 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, 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.

output_data: Optional[DSheetPilingOutputStructure]¶

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

designlengthcalculation: List[Dict[str, float]]¶

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

designlengthinfo: List[Dict[str, float]]¶

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]¶

class geolib.models.dsheetpiling.internal.HorizontalLineLoad(*args, name: ConstrainedStrValue, level: ConstrainedFloatValue = 0, load: ConstrainedFloatValue = 100, load_type: LoadTypeFavourableUnfavourable = LoadTypeFavourableUnfavourable.DSHEETPILING_DETERMINED, duration_type: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT)¶

duration_type: LoadTypePermanentVariable¶

level: ConstrainedFloatValue¶

load: ConstrainedFloatValue¶

load_type: LoadTypeFavourableUnfavourable¶

name: ConstrainedStrValue¶

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

loads: List[HorizontalLineLoad]¶

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¶

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: ConstrainedStrValue, level: ConstrainedFloatValue = 0, load: ConstrainedFloatValue = 100, load_type: LoadTypeFavourableUnfavourableMoment = LoadTypeFavourableUnfavourableMoment.FAVOURABLE, duration_type: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT)¶

duration_type: LoadTypePermanentVariable¶

level: ConstrainedFloatValue¶

load: ConstrainedFloatValue¶

load_type: LoadTypeFavourableUnfavourableMoment¶

name: ConstrainedStrValue¶

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

loads: List[Moment]¶

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

momentsforcesdisplacements: List[Dict[str, float]]¶

class geolib.models.dsheetpiling.internal.NormalForce(*args, name: ConstrainedStrValue, force_at_sheet_pile_top: ConstrainedFloatValue, force_at_surface_level_left_side: ConstrainedFloatValue, force_at_surface_level_right_side: ConstrainedFloatValue, force_at_sheet_pile_toe: ConstrainedFloatValue, load_type: LoadTypeFavourableUnfavourableMoment = LoadTypeFavourableUnfavourableMoment.FAVOURABLE, duration_type: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT)¶

duration_type: LoadTypePermanentVariable¶

force_at_sheet_pile_toe: ConstrainedFloatValue¶

force_at_sheet_pile_top: ConstrainedFloatValue¶

force_at_surface_level_left_side: ConstrainedFloatValue¶

force_at_surface_level_right_side: ConstrainedFloatValue¶

load_type: LoadTypeFavourableUnfavourableMoment¶

name: ConstrainedStrValue¶

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

loads: List[NormalForce]¶

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]¶

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]])¶

pointsonsheetpile: List[Dict[str, float]]¶

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

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

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

resume: List[Dict[str, float]]¶

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

diaphragmwallissymmetric: ConstrainedIntValue¶

diaphragmwallnegeielastoplastic1: ConstrainedFloatValue¶

diaphragmwallnegeielastoplastic2: ConstrainedFloatValue¶

diaphragmwallnegmomelastic: ConstrainedFloatValue¶

diaphragmwallnegmomelastoplastic: ConstrainedFloatValue¶

diaphragmwallnegmomplastic: ConstrainedFloatValue¶

diaphragmwallposeielastoplastic1: ConstrainedFloatValue¶

diaphragmwallposeielastoplastic2: ConstrainedFloatValue¶

diaphragmwallposmomelastic: ConstrainedFloatValue¶

diaphragmwallposmomelastoplastic: ConstrainedFloatValue¶

diaphragmwallposmomplastic: ConstrainedFloatValue¶

name: ConstrainedStrValue¶

sheetpilingelementei: ConstrainedFloatValue¶

sheetpilingelementheight: ConstrainedIntValue¶

sheetpilingelementkmod: ConstrainedFloatValue¶

sheetpilingelementlevel: ConstrainedFloatValue¶

sheetpilingelementmaterialfactor: ConstrainedFloatValue¶

sheetpilingelementmaterialtype: SheetPilingElementMaterialType¶

sheetpilingelementmaxcharacteristicmoment: ConstrainedFloatValue¶

sheetpilingelementmaxplasticcharacteristicmoment: ConstrainedFloatValue¶

sheetpilingelementnote: ConstrainedStrValue¶

sheetpilingelementreductionfactorei: ConstrainedFloatValue¶

sheetpilingelementresistingmoment: ConstrainedIntValue¶

sheetpilingelementsectionarea: ConstrainedIntValue¶

sheetpilingelementwidth: ConstrainedFloatValue¶

sheetpilingpilewidth: ConstrainedFloatValue¶

ssheetpilingelementreductionfactormaxmoment: ConstrainedFloatValue¶

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: ConstrainedFloatValue¶

woodensheetpilingelemente: ConstrainedFloatValue¶

woodensheetpilingelementkdef: ConstrainedFloatValue¶

woodensheetpilingelementkmode: ConstrainedFloatValue¶

woodensheetpilingelementkmodflong: ConstrainedFloatValue¶

woodensheetpilingelementkmodfshort: ConstrainedFloatValue¶

woodensheetpilingelementksys: ConstrainedFloatValue¶

woodensheetpilingelementmaterialfactor: ConstrainedFloatValue¶

woodensheetpilingelementpsi2eff: ConstrainedFloatValue¶

class geolib.models.dsheetpiling.internal.SheetPiling(*args, sheetpiling: ~types.ConstrainedListValue[~geolib.models.dsheetpiling.internal.SheetPileElement] = [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: ~pydantic.types.ConstrainedFloatValue = 0.0, lengthsheetpiling: ~pydantic.types.ConstrainedFloatValue = 10)¶

lengthsheetpiling: ConstrainedFloatValue¶

leveltopsheetpiling: ConstrainedFloatValue¶

sheetpiling: ConstrainedListValue[SheetPileElement]¶

calculation_method: Optional[str]¶

force_from_layer: Optional[str]¶

lambdas: Optional[str]¶

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: ConstrainedStrValue = 'default soil', soilcolor: int = 9764853, soilsoiltype: SoilTypeModulusSubgradeReaction = SoilTypeModulusSubgradeReaction.SAND, soilgraintype: GrainType = GrainType.FINE, soilgamdry: ConstrainedFloatValue = 0.01, soilgamwet: ConstrainedFloatValue = 0.01, soilrelativedensity: ConstrainedFloatValue = 0, soilemodmenard: ConstrainedFloatValue = 0.01, soilcohesion: ConstrainedFloatValue = 0, soilphi: ConstrainedFloatValue = 0, soildelta: ConstrainedFloatValue = 0.0, soilisdeltaangleautomaticallycalculated: bool = False, soilocr: ConstrainedFloatValue = 1.0, soilpermeabkx: ConstrainedFloatValue = 0.0001, soilstdcohesion: ConstrainedFloatValue = 0.0, soilstdphi: ConstrainedFloatValue = 0.0, soildistcohesion: DistributionType = DistributionType.NONE, soildistphi: DistributionType = DistributionType.NONE, soilla: ConstrainedFloatValue = 0, soilln: ConstrainedFloatValue = 0.01, soillp: ConstrainedFloatValue = 0.01, soilusemenard: ModulusSubgradeReaction = ModulusSubgradeReaction.MANUAL, soilusebrinchhansen: EarthPressureCoefficients = EarthPressureCoefficients.MANUAL, soilshellfactor: ConstrainedFloatValue = 1.0, soillambdatype: LambdaType = LambdaType.MANUAL, soillam1: ConstrainedFloatValue = 50, soillam2: ConstrainedFloatValue = 80, soillam3: ConstrainedFloatValue = 90, soilkb0: ConstrainedFloatValue = 10000.0, soilkb1: ConstrainedFloatValue = 5.0, soilkb2: ConstrainedFloatValue = 10000.0, soilkb3: ConstrainedFloatValue = 10000.0, soilkb4: ConstrainedFloatValue = 10000.0, soilko0: ConstrainedFloatValue = 10000.0, soilko1: ConstrainedFloatValue = 5.0, soilko2: ConstrainedFloatValue = 10000.0, soilko3: ConstrainedFloatValue = 10000.0, soilko4: ConstrainedFloatValue = 10000.0, soilcurkb1: ConstrainedFloatValue = 2000.0, soilcurkb2: ConstrainedFloatValue = 800.0, soilcurkb3: ConstrainedFloatValue = 500.0, soilcurko1: ConstrainedFloatValue = 2000.0, soilcurko2: ConstrainedFloatValue = 800.0, soilcurko3: ConstrainedFloatValue = 500.0, soilhorizontalbehaviourtype: HorizontalBehaviorType = HorizontalBehaviorType.ELASTIC, soilelasticity: float = 1000.0, soildefaultelasticity: int = 1)¶

name: ConstrainedStrValue¶

soilcohesion: ConstrainedFloatValue¶

soilcolor: int¶

soilcurkb1: ConstrainedFloatValue¶

soilcurkb2: ConstrainedFloatValue¶

soilcurkb3: ConstrainedFloatValue¶

soilcurko1: ConstrainedFloatValue¶

soilcurko2: ConstrainedFloatValue¶

soilcurko3: ConstrainedFloatValue¶

soildefaultelasticity: int¶

soildelta: ConstrainedFloatValue¶

soildistcohesion: DistributionType¶

soildistphi: DistributionType¶

soilelasticity: float¶

soilemodmenard: ConstrainedFloatValue¶

soilgamdry: ConstrainedFloatValue¶

soilgamwet: ConstrainedFloatValue¶

soilgraintype: GrainType¶

soilhorizontalbehaviourtype: HorizontalBehaviorType¶

soilisdeltaangleautomaticallycalculated: bool¶

soilkb0: ConstrainedFloatValue¶

soilkb1: ConstrainedFloatValue¶

soilkb2: ConstrainedFloatValue¶

soilkb3: ConstrainedFloatValue¶

soilkb4: ConstrainedFloatValue¶

soilko0: ConstrainedFloatValue¶

soilko1: ConstrainedFloatValue¶

soilko2: ConstrainedFloatValue¶

soilko3: ConstrainedFloatValue¶

soilko4: ConstrainedFloatValue¶

soilla: ConstrainedFloatValue¶

soillam1: ConstrainedFloatValue¶

soillam2: ConstrainedFloatValue¶

soillam3: ConstrainedFloatValue¶

soillambdatype: LambdaType¶

soilln: ConstrainedFloatValue¶

soillp: ConstrainedFloatValue¶

soilocr: ConstrainedFloatValue¶

soilpermeabkx: ConstrainedFloatValue¶

soilphi: ConstrainedFloatValue¶

soilrelativedensity: ConstrainedFloatValue¶

soilshellfactor: ConstrainedFloatValue¶

soilsoiltype: SoilTypeModulusSubgradeReaction¶

soilstdcohesion: ConstrainedFloatValue¶

soilstdphi: ConstrainedFloatValue¶

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

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)¶

soil: str¶

top_of_layer: float¶

water_pressure_bottom: float¶

water_pressure_top: float¶

class geolib.models.dsheetpiling.internal.SoilProfile(*args, name: ConstrainedStrValue, layers: List[SoilLayer], coordinate: Point)¶

coordinate: Point¶

layers: List[SoilLayer]¶

name: ConstrainedStrValue¶

class geolib.models.dsheetpiling.internal.SoilProfiles(*args, soil_profiles: List[SoilProfile] = [], curve_number: ConstrainedIntValue = 3, use_unloading_reloading_curve: bool = False, modulus_reaction_type: int = 1)¶

curve_number: ConstrainedIntValue¶

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: ConstrainedFloatValue = 1, stagepartialfactorsetec7nadnl: PartialFactorSetEC7NADNL = PartialFactorSetEC7NADNL.RC0, stageverifyec7nadnl: int = 0, stageanchorfactorec7nadnl: ConstrainedFloatValue = 1, stageverifyec7nadbe: int = 0)¶

Representation of [STAGE] block.

stageanchorfactor: ConstrainedFloatValue¶

stageanchorfactorec7nadnl: ConstrainedFloatValue¶

stagepartialfactorsetcur: PartialFactorSetCUR¶

stagepartialfactorsetec7nadnl: PartialFactorSetEC7NADNL¶

stageverify: int¶

stageverifyec7nadbe: int¶

stageverifyec7nadnl: int¶

class geolib.models.dsheetpiling.internal.Strut(*args, name: ConstrainedStrValue, level: float = 0, e_modulus: ConstrainedFloatValue = 210000000.0, cross_section: ConstrainedFloatValue | None = 0.0001, length: ConstrainedFloatValue | None = 1, angle: float | None = 0.0, buckling_force: ConstrainedFloatValue | None = 0.0, side: Side = Side.RIGHT)¶

angle: Optional[float]¶

buckling_force: Optional[ConstrainedFloatValue]¶

cross_section: Optional[ConstrainedFloatValue]¶

e_modulus: ConstrainedFloatValue¶

length: Optional[ConstrainedFloatValue]¶

level: float¶

name: ConstrainedStrValue¶

side: Side¶

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

Container for Strut.

property strut_names: Set[str]¶

struts: List[Strut]¶

class geolib.models.dsheetpiling.internal.Support(*args, name: ConstrainedStrValue, level: float, rotational_stiffness: ConstrainedFloatValue, translational_stiffness: ConstrainedFloatValue)¶

Internal structure for spring and rigid supports.

level: float¶

name: ConstrainedStrValue¶

rotational_stiffness: ConstrainedFloatValue¶

translational_stiffness: ConstrainedFloatValue¶

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

property support_names: Set[str]¶

supports: List[Support]¶

class geolib.models.dsheetpiling.internal.SurchargeLoad(*args, name: ConstrainedStrValue, points: List[SurchargePoint] = [], surchargeloadpermanent: LoadTypePermanentVariable = LoadTypePermanentVariable.PERMANENT, surchargeloadfavourable: LoadTypeFavourableUnfavourable = LoadTypeFavourableUnfavourable.DSHEETPILING_DETERMINED, surchargeloadstandarddeviation: float = 0.0, surchargeloaddistribution: DistributionType = DistributionType.NORMAL)¶

name: ConstrainedStrValue¶

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]¶

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

surchargeloaddistance: float¶

surchargeloadvalue: float¶

class geolib.models.dsheetpiling.internal.Surface(*args, name: ConstrainedStrValue, points: ConstrainedListValue[dict], distribution_type: DistributionType = DistributionType.NONE, std: ConstrainedFloatValue = 0.0)¶

distribution_type: DistributionType¶

name: ConstrainedStrValue¶

points: ConstrainedListValue[dict]¶

std: ConstrainedFloatValue¶

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

property surface_names: Set[str]¶

surfaces: List[Surface]¶

class geolib.models.dsheetpiling.internal.UniformLoad(*args, name: ConstrainedStrValue, 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)¶

name: ConstrainedStrValue¶

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]¶

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

d__sheet_piling: int¶

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¶

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

x: float¶

z: float¶

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

positions: List[VibrationPosition]¶

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

unit_weight_of_water: float¶

class geolib.models.dsheetpiling.internal.WaterLevel(*args, name: ConstrainedStrValue, level: float, distribution_type: DistributionType = DistributionType.NONE, standard_deviation: float = 0.0)¶

distribution_type: DistributionType¶

level: float¶

name: ConstrainedStrValue¶

standard_deviation: float¶

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

levels: List[WaterLevel]¶

property water_level_names: Set[str]¶

geolib.models.dsheetpiling.internal¶

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