geolib.models.dfoundations.internal

Classes

BearingPileSlipLayer(value[, names, module, ...])
CPT(*args, cptname[, project_name, ...])
CPTList(*args[, cpt_collection])
CPTMeasureData(*args, data)
CalculationOptions(*args[, is_rigid, ...])
CalculationType(*args[, ...])
CuValuesEnum(value[, names, module, ...])
DFoundationsCalculationParametersBearingPilesEC7(...)
DFoundationsCalculationWarnings(*args, ...)
DFoundationsDumpStructure(*args, dumpfile[, ...])
DFoundationsDumpfileOutputStructure(*args[, ...])
DFoundationsGlobalNenResults(*args, wd1b, ...)
DFoundationsInputStructure(*args, version, ...)	Representation of complete .foi file.
DFoundationsNenPileResults(*args, cpts, ...)
DFoundationsNenPileResultsTable(*args[, data])
DFoundationsStructure(*args, input_data[, ...])
DFoundationsVerificationResults(*args[, ...])
ExcavationType(value[, names, module, ...])
InstallationMethod(value[, names, module, ...])
InternalPile(**data)
InterpretationType(value[, names, module, ...])
Layer(*args[, name, ...])
LoadSettlementCurve(value[, names, module, ...])
MainCalculationType(value[, names, module, ...])
ModelType(*args[, model, cu_values])
ModelTypeEnum(value[, names, module, ...])
OpenPipePileCalculationMethod(value[, ...])
PileMaterial(value[, names, module, ...])
PileShape(value[, names, module, qualname, ...])
PileType(value[, names, module, qualname, ...])
PileTypeForClaySiltPeat(value[, names, ...])
PositionBearingPile(**data)
PositionTensionPile(**data)
PositionsBearingPiles(*args[, positions])
PositionsTensionPiles(*args[, positions])
PreliminaryDesign(*args[, trajectory_begin, ...])
Profile(*args, name, matching_cpt, ...[, ...])
Profiles(*args[, profiles])
ReductionConeResistanceEnum(value[, names, ...])
SoilCollection(*args, soil, Soil, Soil, ...)
SubCalculationType(value[, names, module, ...])
TimeOrderType(value[, names, module, ...])	Use this option to specify the execution time of CPTs relative to the pile installation.
TypesBearingPiles(*args[, pile_name, ...])
TypesTensionPiles(*args[, pile_name, ...])
Version(*args[, soil, d__foundations])
VersionExternal(*args[, ...])

class geolib.models.dfoundations.internal.BearingPileSlipLayer(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

BENTONITE = 2

BITUMEN = 3

NONE = 0

SYNTHETIC = 1

USER_DEFINED = 4

class geolib.models.dfoundations.internal.CPT(*args, cptname: str, project_name: str = 'Unknown', projectid: str = '', project_number: str = '', project_subnumber: str = '', location_name: str = 'Unknown', client_name: str = 'Unknown', companyid: str = 'Unknown', filedate: str = '', fileowner: str = 'Unknown', gef_version: str = 'Unknown', procedurecode: str = 'Unknown', objectid: str = '0', startdate: str = '', starttime: str = '', excavation_type: ExcavationType, timeorder_type: TimeOrderType, cpt_type: int = 1, usage_cone_value: int = 0, xy_coordinate_system: str = 'Unknown', xworld: float = 987654321.0, xworld_accuracy: float = 987654321.0, yworld: float = 987654321.0, yworld_accuracy: float = 987654321.0, groundlevel: float, groundlevel_accuracy: float = 987654321.0, groundlevel_was_measured: Bool = Bool.FALSE, leveltext: str = '', pre_excavation: float, waterlevel: float = 987654321.0, xlocal: float = 0.0, ylocal: float = 0.0, local_x_crosssection: float = 0.0, interpretation_model: InterpretationType, interpretation_model_stressdependent: Bool, depthrange: float, graph_max_percentage: int = 10, graph_width: float = 10.0, graph_linewidth: int = 1, graph_borderwidth: int = 1, graph_bordercolor: int = 0, graph_frictioncolor: int = 16711680, graph_qccolor: int = 255, graph_plane_color: int = 0, graph_fit_for_size: Bool = Bool.TRUE, graph_fit_symbol_for_size: Bool = Bool.TRUE, graph_symbol_size: float = 1.0, void_value_depth: float = 987654321.0, void_value_cone_resistance: float = 987654321.0, void_value_pore_water_pressure: float = 987654321.0, void_value_sleeve_friction: float = 987654321.0, void_value_friction_number: float = 987654321.0, void_value_equivalent_electronic_qc: float = 987000000.0, measured_data: CPTMeasureData)

client_name: str

companyid: str

cpt_type: int

cptname: str

depthrange: float

excavation_type: ExcavationType

filedate: str

fileowner: str

gef_version: str

graph_bordercolor: int

graph_borderwidth: int

graph_fit_for_size: Bool

graph_fit_symbol_for_size: Bool

graph_frictioncolor: int

graph_linewidth: int

graph_max_percentage: int

graph_plane_color: int

graph_qccolor: int

graph_symbol_size: float

graph_width: float

groundlevel: float

groundlevel_accuracy: float

groundlevel_was_measured: Bool

interpretation_model: InterpretationType

interpretation_model_stressdependent: Bool

leveltext: str

local_x_crosssection: float

location_name: str

measured_data: CPTMeasureData

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].

objectid: str

pre_excavation: float

procedurecode: str

project_name: str

project_number: str

project_subnumber: str

projectid: str

startdate: str

starttime: str

timeorder_type: TimeOrderType

usage_cone_value: int

void_value_cone_resistance: float

void_value_depth: float

void_value_equivalent_electronic_qc: float

void_value_friction_number: float

void_value_pore_water_pressure: float

void_value_sleeve_friction: float

waterlevel: float

xlocal: float

xworld: float

xworld_accuracy: float

xy_coordinate_system: str

ylocal: float

yworld: float

yworld_accuracy: float

class geolib.models.dfoundations.internal.CPTList(*args, cpt_collection: list[CPT] = [])

add_cpt(cpt)

Add CPT and return id. Forces timeordertype to be the same everywhere.

Parameters:

cpt (CPT)

cpt_collection: list[CPT]

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.dfoundations.internal.CPTMeasureData(*args, data: list[dict[str, float]])

data: 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.dfoundations.internal.CalculationOptions(*args, is_rigid: Bool = Bool.TRUE, max_allowed_settlement_lim_state_str: Annotated[float, Ge(ge=0), Le(le=100000)] = 0, max_allowed_rel_rotation_lim_state_str: Annotated[int, Ge(ge=1), Le(le=10000)] = 100, max_allowed_settlement_lim_state_serv: Annotated[float, Ge(ge=0), Le(le=100000)] = 0, max_allowed_rel_rotation_lim_state_serv: Annotated[int, Ge(ge=1), Le(le=10000)] = 300, is_xi3_overruled: Bool = Bool.FALSE, factor_xi3: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=10)])] | None = 2, is_xi4_overruled: Bool = Bool.FALSE, factor_xi4: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=10)])] | None = 2, is_gamma_b_overruled: Bool = Bool.FALSE, factor_gamma_b: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=1), Le(le=100)])] | None = 2, is_gamma_s_overruled: Bool = Bool.FALSE, factor_gamma_s: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=1), Le(le=100)])] | None = 2, is_gamma_fnk_overruled: Bool = Bool.FALSE, factor_gamma_fnk: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=-100), Le(le=100)])] | None = 2, is_area_overruled: Bool = Bool.FALSE, area: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100000)])] | None = 1000, is_qbmax_overruled: Bool = Bool.FALSE, qbmax: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = 15, is_qcza_low_overruled: Bool = Bool.FALSE, qcza_low: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = 12, is_qcza_high_overruled: Bool = Bool.FALSE, qcza_high: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = 15, is_ea_gem_overruled: Bool = Bool.FALSE, ea_gem: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=1)])] | None = 100000, is_overrule_excavation: Bool = Bool.FALSE, use_pile_group: Bool = Bool.TRUE, is_write_intermediate_results: Bool = Bool.FALSE, use_interaction_model: Bool = Bool.FALSE, use_almere_rules: Bool = Bool.FALSE, use_extra_almere_rules: Bool = Bool.FALSE, is_gamma_g_str_overruled: Bool = Bool.FALSE, factor_gamma_g_str: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_coh_overruled: Bool = Bool.FALSE, factor_gamma_coh: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_phi_overruled: Bool = Bool.FALSE, factor_gamma_phi: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_fundr_overruled: Bool = Bool.FALSE, factor_gamma_fundr: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_g_sls_overruled: Bool = Bool.FALSE, factor_gamma_g_sls: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_cc_overruled: Bool = Bool.FALSE, factor_gamma_cc: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_ca_overruled: Bool = Bool.FALSE, factor_gamma_ca: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_keep_length_constant: Bool = Bool.FALSE, use_5_percent_limit: Bool = Bool.FALSE, load_factor_between_limit_1_and_2: Annotated[float, Ge(ge=0.5), Le(le=1)] = 0.833, unit_weight_water: Annotated[float, Ge(ge=0.01), Le(le=20)] = 9.81, use_compaction: Bool = Bool.FALSE, is_gamma_var_overruled: Bool = Bool.FALSE, factor_gamma_var: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_st_overruled: Bool = Bool.FALSE, factor_gamma_st: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, is_gamma_gamma_overruled: Bool = Bool.FALSE, factor_gamma_gamma: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0.01), Le(le=100)])] | None = 1.0, surcharge: Annotated[float, Ge(ge=0), Le(le=10000000.0)] = 0, use_piezometric_levels: Bool = Bool.TRUE)

area: Optional[Annotated[float]]

ea_gem: Optional[Annotated[float]]

factor_gamma_b: Optional[Annotated[float]]

factor_gamma_ca: Optional[Annotated[float]]

factor_gamma_cc: Optional[Annotated[float]]

factor_gamma_coh: Optional[Annotated[float]]

factor_gamma_fnk: Optional[Annotated[float]]

factor_gamma_fundr: Optional[Annotated[float]]

factor_gamma_g_sls: Optional[Annotated[float]]

factor_gamma_g_str: Optional[Annotated[float]]

factor_gamma_gamma: Optional[Annotated[float]]

factor_gamma_phi: Optional[Annotated[float]]

factor_gamma_s: Optional[Annotated[float]]

factor_gamma_st: Optional[Annotated[float]]

factor_gamma_var: Optional[Annotated[float]]

factor_xi3: Optional[Annotated[float]]

factor_xi4: Optional[Annotated[float]]

static find_toggle(field)

Transform given field like factor_gamma_s_bpb into is_gamma_s_bpb_overruled.

is_area_overruled: Bool

is_ea_gem_overruled: Bool

is_gamma_b_overruled: Bool

is_gamma_ca_overruled: Bool

is_gamma_cc_overruled: Bool

is_gamma_coh_overruled: Bool

is_gamma_fnk_overruled: Bool

is_gamma_fundr_overruled: Bool

is_gamma_g_sls_overruled: Bool

is_gamma_g_str_overruled: Bool

is_gamma_gamma_overruled: Bool

is_gamma_phi_overruled: Bool

is_gamma_s_overruled: Bool

is_gamma_st_overruled: Bool

is_gamma_var_overruled: Bool

is_keep_length_constant: Bool

is_overrule_excavation: Bool

is_qbmax_overruled: Bool

is_qcza_high_overruled: Bool

is_qcza_low_overruled: Bool

is_rigid: Bool

is_write_intermediate_results: Bool

is_xi3_overruled: Bool

is_xi4_overruled: Bool

load_factor_between_limit_1_and_2: Annotated[float]

max_allowed_rel_rotation_lim_state_serv: Annotated[int]

max_allowed_rel_rotation_lim_state_str: Annotated[int]

max_allowed_settlement_lim_state_serv: Annotated[float]

max_allowed_settlement_lim_state_str: 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].

qbmax: Optional[Annotated[float]]

qcza_high: Optional[Annotated[float]]

qcza_low: Optional[Annotated[float]]

surcharge: Annotated[float]

unit_weight_water: Annotated[float]

use_5_percent_limit: Bool

use_almere_rules: Bool

use_compaction: Bool

use_extra_almere_rules: Bool

use_interaction_model: Bool

use_piezometric_levels: Bool

use_pile_group: Bool

class geolib.models.dfoundations.internal.CalculationType(*args, main_calculationtype: MainCalculationType = MainCalculationType.PRELIMINARY_DESIGN, sub_calculationtype: SubCalculationType = SubCalculationType.INDICATION_BEARING_CAPACITY)

main_calculationtype: MainCalculationType

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].

sub_calculationtype: SubCalculationType

class geolib.models.dfoundations.internal.CuValuesEnum(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

CU_VALUES_BASED_ON_CPTS = 0

CU_VALUES_MANUAL = 1

class geolib.models.dfoundations.internal.DFoundationsCalculationParametersBearingPilesEC7(*args, ksi3used: float, ksi4used: float, gammabused: float, gammasused: float, isksi3used: bool)

gammabused: float

gammasused: float

isksi3used: bool

ksi3used: float

ksi4used: 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.dfoundations.internal.DFoundationsCalculationWarnings(*args, is_warning_f1_given: Bool, f1_greater_than_1_found: Bool, is_warning_nen_depth_given: Bool, is_warning_sf_fund_width_given: Bool, is_warning_sf_fund_length_given: Bool, is_warning_sf_cud_given: Bool, is_warning_sf_delta_phi_given: Bool, is_warning_nen_spacing_given: int = 0, is_warning_sf_slope_not_relevant_given: Bool, is_warning_nen_sf_placement_depth_too_deep: Bool, is_warning_nen_sf_placement_depth_too_shallow: Bool, is_warning_nen_bp_positive_skin_friction_zone_given: Bool, is_warning_sf_foundation_level_for_punch_to_deep_for_slope_given: Bool)

f1_greater_than_1_found: Bool

is_warning_f1_given: Bool

is_warning_nen_bp_positive_skin_friction_zone_given: Bool

is_warning_nen_depth_given: Bool

is_warning_nen_sf_placement_depth_too_deep: Bool

is_warning_nen_sf_placement_depth_too_shallow: Bool

is_warning_nen_spacing_given: int

is_warning_sf_cud_given: Bool

is_warning_sf_delta_phi_given: Bool

is_warning_sf_foundation_level_for_punch_to_deep_for_slope_given: Bool

is_warning_sf_fund_length_given: Bool

is_warning_sf_fund_width_given: Bool

is_warning_sf_slope_not_relevant_given: 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].

class geolib.models.dfoundations.internal.DFoundationsDumpStructure(*args, dumpfile: ~geolib.models.dfoundations.internal.DFoundationsStructure = DFoundationsStructure(input_data=DFoundationsInputStructure(version=Version(soil=1013, d__foundations=1033), version_externals=VersionExternal(dgsfoundationcalc____dll='23.1.0.40358'), model=ModelType(model=<ModelTypeEnum.BEARING_PILES: 0>, cu_values=<CuValuesEnum.CU_VALUES_BASED_ON_CPTS: 0>), soil_collection=SoilCollection(soil=[Soil(name='Gravel, none, loose', soilcolor=7237245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, medium', soilcolor=7564925, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=37.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, dense', soilcolor=7892605, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, loose', soilcolor=7893885, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, medium', soilcolor=8221565, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, dense', soilcolor=8549245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=21.0, soilgamwet=22.5, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, loose', soilcolor=55279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, medium', soilcolor=382959, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, dense', soilcolor=710639, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=8', soilcolor=2351599, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=12', soilcolor=2679279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, soft', soilcolor=12489852, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, moderate', soilcolor=13145212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, stiff', soilcolor=13472892, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=22.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=3.8, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, very sandy', soilcolor=14457212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, soft', soilcolor=12510881, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=17.0, soilgamwet=17.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, moderate', soilcolor=13166241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=19.0, soilgamwet=19.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, stiff', soilcolor=13493921, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=25.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, soft', soilcolor=14478241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=18.0, soilgamwet=18.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, moderate', soilcolor=13824161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, stiff', soilcolor=14479521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=27.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very sandy', soilcolor=14807201, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, slightly organic', soilcolor=15791521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=15.0, soilgamwet=15.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very organic', soilcolor=16448161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=16.0, soilgamwet=16.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, weak', soilcolor=2759589, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=12.0, soilgamwet=12.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, moderate', soilcolor=3087269, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=13.0, soilgamwet=13.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Undetermined', soilcolor=16777215, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=0.01, soilgamwet=0.02, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=0.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126)]), run_identification='\n\n\n\n\n\n', cpt_list=CPTList(cpt_collection=[]), profiles=Profiles(profiles=[]), user_classification_method='[USER CLASSIFICATION METHOD]\n0\n[END OF USER CLASSIFICATION METHOD]', slopes='0 = number of items', types___bearing_piles='-1 : pile type shown in main graph\n    0 = number of items', types___tension_piles_cur='-1 : pile type shown in main graph\n    0 = number of items', types___shallow_foundations='0 = number of items', loads='0 = number of items', positions___bearing_piles=PositionsBearingPiles(positions=[]), positions___tension_piles_cur=PositionsTensionPiles(positions=[]), positions___shallow_foundations='[TABLE]\nDataCount=0\n[END OF TABLE]', calculation_options=CalculationOptions(is_rigid=<Bool.TRUE: 1>, max_allowed_settlement_lim_state_str=0.0, max_allowed_rel_rotation_lim_state_str=100, max_allowed_settlement_lim_state_serv=0.0, max_allowed_rel_rotation_lim_state_serv=300, is_xi3_overruled=<Bool.FALSE: 0>, factor_xi3=2.0, is_xi4_overruled=<Bool.FALSE: 0>, factor_xi4=2.0, is_gamma_b_overruled=<Bool.FALSE: 0>, factor_gamma_b=2.0, is_gamma_s_overruled=<Bool.FALSE: 0>, factor_gamma_s=2.0, is_gamma_fnk_overruled=<Bool.FALSE: 0>, factor_gamma_fnk=2.0, is_area_overruled=<Bool.FALSE: 0>, area=1000.0, is_qbmax_overruled=<Bool.FALSE: 0>, qbmax=15.0, is_qcza_low_overruled=<Bool.FALSE: 0>, qcza_low=12.0, is_qcza_high_overruled=<Bool.FALSE: 0>, qcza_high=15.0, is_ea_gem_overruled=<Bool.FALSE: 0>, ea_gem=100000.0, is_overrule_excavation=<Bool.FALSE: 0>, use_pile_group=<Bool.TRUE: 1>, is_write_intermediate_results=<Bool.FALSE: 0>, use_interaction_model=<Bool.FALSE: 0>, use_almere_rules=<Bool.FALSE: 0>, use_extra_almere_rules=<Bool.FALSE: 0>, is_gamma_g_str_overruled=<Bool.FALSE: 0>, factor_gamma_g_str=1.0, is_gamma_coh_overruled=<Bool.FALSE: 0>, factor_gamma_coh=1.0, is_gamma_phi_overruled=<Bool.FALSE: 0>, factor_gamma_phi=1.0, is_gamma_fundr_overruled=<Bool.FALSE: 0>, factor_gamma_fundr=1.0, is_gamma_g_sls_overruled=<Bool.FALSE: 0>, factor_gamma_g_sls=1.0, is_gamma_cc_overruled=<Bool.FALSE: 0>, factor_gamma_cc=1.0, is_gamma_ca_overruled=<Bool.FALSE: 0>, factor_gamma_ca=1.0, is_keep_length_constant=<Bool.FALSE: 0>, use_5_percent_limit=<Bool.FALSE: 0>, load_factor_between_limit_1_and_2=0.833, unit_weight_water=9.81, use_compaction=<Bool.FALSE: 0>, is_gamma_var_overruled=<Bool.FALSE: 0>, factor_gamma_var=1.0, is_gamma_st_overruled=<Bool.FALSE: 0>, factor_gamma_st=1.0, is_gamma_gamma_overruled=<Bool.FALSE: 0>, factor_gamma_gamma=1.0, surcharge=0.0, use_piezometric_levels=<Bool.TRUE: 1>), calculationtype=CalculationType(main_calculationtype=<MainCalculationType.PRELIMINARY_DESIGN: 0>, sub_calculationtype=<SubCalculationType.INDICATION_BEARING_CAPACITY: 2>), preliminary_design=PreliminaryDesign(trajectory_begin=-10.0, trajectory_end=-25.0, trajectory_interval=0.5, profiles=[], pile_types=[], cpt_test_level=0.0, net_bearing_capacity=0), location_map='0.0000\n       0.0000\n       0.0000\n       0.0000'), dumpfile_output=None))

dumpfile: DFoundationsStructure

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.dfoundations.internal.DFoundationsDumpfileOutputStructure(*args, results_at_cpt_test_level: str | None = None, verification_results: DFoundationsVerificationResults | None = None, calculation_parameters_tension_piles: str | None = None, verification_results_tp: DFoundationsVerificationResults | None = None, pile_type_dimensions_warnings: str | None = None, preliminary_design_results: str | None = None, verification_results_sf: str | None = None, verification_results_tp_1b2: str | None = None, verification_design_results: str | None = None, calculation_warnings: DFoundationsCalculationWarnings | None = None)

calculation_parameters_tension_piles: Optional[str]

calculation_warnings: Optional[DFoundationsCalculationWarnings]

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_type_dimensions_warnings: Optional[str]

preliminary_design_results: Optional[str]

results_at_cpt_test_level: Optional[str]

verification_design_results: Optional[str]

verification_results: Optional[DFoundationsVerificationResults]

verification_results_sf: Optional[str]

verification_results_tp: Optional[DFoundationsVerificationResults]

verification_results_tp_1b2: Optional[str]

class geolib.models.dfoundations.internal.DFoundationsGlobalNenResults(*args, wd1b: float, w2d: float, reciprocal_max_relative_rotation_calc_1B: float, reciprocal_max_relative_rotation_calc_2: 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].

reciprocal_max_relative_rotation_calc_1B: float

reciprocal_max_relative_rotation_calc_2: float

w2d: float

wd1b: float

class geolib.models.dfoundations.internal.DFoundationsInputStructure(*args, version: ~geolib.models.dfoundations.internal.Version = Version(soil=1013, d__foundations=1033), version_externals: ~geolib.models.dfoundations.internal.VersionExternal = VersionExternal(dgsfoundationcalc____dll='23.1.0.40358'), model: ~geolib.models.dfoundations.internal.ModelType = ModelType(model=<ModelTypeEnum.BEARING_PILES: 0>, cu_values=<CuValuesEnum.CU_VALUES_BASED_ON_CPTS: 0>), soil_collection: ~geolib.models.dfoundations.internal.SoilCollection = SoilCollection(soil=[Soil(name='Gravel, none, loose', soilcolor=7237245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, medium', soilcolor=7564925, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=37.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, dense', soilcolor=7892605, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, loose', soilcolor=7893885, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, medium', soilcolor=8221565, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, dense', soilcolor=8549245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=21.0, soilgamwet=22.5, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, loose', soilcolor=55279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, medium', soilcolor=382959, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, dense', soilcolor=710639, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=8', soilcolor=2351599, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=12', soilcolor=2679279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, soft', soilcolor=12489852, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, moderate', soilcolor=13145212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, stiff', soilcolor=13472892, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=22.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=3.8, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, very sandy', soilcolor=14457212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, soft', soilcolor=12510881, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=17.0, soilgamwet=17.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, moderate', soilcolor=13166241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=19.0, soilgamwet=19.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, stiff', soilcolor=13493921, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=25.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, soft', soilcolor=14478241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=18.0, soilgamwet=18.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, moderate', soilcolor=13824161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, stiff', soilcolor=14479521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=27.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very sandy', soilcolor=14807201, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, slightly organic', soilcolor=15791521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=15.0, soilgamwet=15.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very organic', soilcolor=16448161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=16.0, soilgamwet=16.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, weak', soilcolor=2759589, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=12.0, soilgamwet=12.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, moderate', soilcolor=3087269, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=13.0, soilgamwet=13.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Undetermined', soilcolor=16777215, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=0.01, soilgamwet=0.02, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=0.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126)]), run_identification: str = '\n\n\n\n\n\n', cpt_list: ~geolib.models.dfoundations.internal.CPTList = CPTList(cpt_collection=[]), profiles: ~geolib.models.dfoundations.internal.Profiles = Profiles(profiles=[]), user_classification_method: str = '[USER CLASSIFICATION METHOD]\n0\n[END OF USER CLASSIFICATION METHOD]', slopes: str = '0 = number of items', types___bearing_piles: list[~geolib.models.dfoundations.internal.TypesBearingPiles] | str = '-1 : pile type shown in main graph\n    0 = number of items', types___tension_piles_cur: list[~geolib.models.dfoundations.internal.TypesTensionPiles] | str = '-1 : pile type shown in main graph\n    0 = number of items', types___shallow_foundations: str = '0 = number of items', loads: str = '0 = number of items', positions___bearing_piles: ~geolib.models.dfoundations.internal.PositionsBearingPiles | str = PositionsBearingPiles(positions=[]), positions___tension_piles_cur: ~geolib.models.dfoundations.internal.PositionsTensionPiles | str = PositionsTensionPiles(positions=[]), positions___shallow_foundations: str = '[TABLE]\nDataCount=0\n[END OF TABLE]', calculation_options: ~geolib.models.dfoundations.internal.CalculationOptions | str = CalculationOptions(is_rigid=<Bool.TRUE: 1>, max_allowed_settlement_lim_state_str=0.0, max_allowed_rel_rotation_lim_state_str=100, max_allowed_settlement_lim_state_serv=0.0, max_allowed_rel_rotation_lim_state_serv=300, is_xi3_overruled=<Bool.FALSE: 0>, factor_xi3=2.0, is_xi4_overruled=<Bool.FALSE: 0>, factor_xi4=2.0, is_gamma_b_overruled=<Bool.FALSE: 0>, factor_gamma_b=2.0, is_gamma_s_overruled=<Bool.FALSE: 0>, factor_gamma_s=2.0, is_gamma_fnk_overruled=<Bool.FALSE: 0>, factor_gamma_fnk=2.0, is_area_overruled=<Bool.FALSE: 0>, area=1000.0, is_qbmax_overruled=<Bool.FALSE: 0>, qbmax=15.0, is_qcza_low_overruled=<Bool.FALSE: 0>, qcza_low=12.0, is_qcza_high_overruled=<Bool.FALSE: 0>, qcza_high=15.0, is_ea_gem_overruled=<Bool.FALSE: 0>, ea_gem=100000.0, is_overrule_excavation=<Bool.FALSE: 0>, use_pile_group=<Bool.TRUE: 1>, is_write_intermediate_results=<Bool.FALSE: 0>, use_interaction_model=<Bool.FALSE: 0>, use_almere_rules=<Bool.FALSE: 0>, use_extra_almere_rules=<Bool.FALSE: 0>, is_gamma_g_str_overruled=<Bool.FALSE: 0>, factor_gamma_g_str=1.0, is_gamma_coh_overruled=<Bool.FALSE: 0>, factor_gamma_coh=1.0, is_gamma_phi_overruled=<Bool.FALSE: 0>, factor_gamma_phi=1.0, is_gamma_fundr_overruled=<Bool.FALSE: 0>, factor_gamma_fundr=1.0, is_gamma_g_sls_overruled=<Bool.FALSE: 0>, factor_gamma_g_sls=1.0, is_gamma_cc_overruled=<Bool.FALSE: 0>, factor_gamma_cc=1.0, is_gamma_ca_overruled=<Bool.FALSE: 0>, factor_gamma_ca=1.0, is_keep_length_constant=<Bool.FALSE: 0>, use_5_percent_limit=<Bool.FALSE: 0>, load_factor_between_limit_1_and_2=0.833, unit_weight_water=9.81, use_compaction=<Bool.FALSE: 0>, is_gamma_var_overruled=<Bool.FALSE: 0>, factor_gamma_var=1.0, is_gamma_st_overruled=<Bool.FALSE: 0>, factor_gamma_st=1.0, is_gamma_gamma_overruled=<Bool.FALSE: 0>, factor_gamma_gamma=1.0, surcharge=0.0, use_piezometric_levels=<Bool.TRUE: 1>), calculationtype: ~geolib.models.dfoundations.internal.CalculationType = CalculationType(main_calculationtype=<MainCalculationType.PRELIMINARY_DESIGN: 0>, sub_calculationtype=<SubCalculationType.INDICATION_BEARING_CAPACITY: 2>), preliminary_design: ~geolib.models.dfoundations.internal.PreliminaryDesign | str = PreliminaryDesign(trajectory_begin=-10.0, trajectory_end=-25.0, trajectory_interval=0.5, profiles=[], pile_types=[], cpt_test_level=0.0, net_bearing_capacity=0), location_map: str = '0.0000\n       0.0000\n       0.0000\n       0.0000')

Representation of complete .foi file.

calculation_options: CalculationOptions | str

calculationtype: CalculationType

cpt_list: CPTList

loads: str

location_map: str

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].

positions___bearing_piles: PositionsBearingPiles | str

positions___shallow_foundations: str

positions___tension_piles_cur: PositionsTensionPiles | str

preliminary_design: PreliminaryDesign | str

profiles: Profiles

run_identification: str

slopes: str

soil_collection: SoilCollection

types___bearing_piles: list[TypesBearingPiles] | str

types___shallow_foundations: str

types___tension_piles_cur: list[TypesTensionPiles] | str

user_classification_method: str

version: Version

version_externals: VersionExternal

class geolib.models.dfoundations.internal.DFoundationsNenPileResults(*args, cpts: DFoundationsNenPileResultsTable, pile_point_shape_factor: float, factor_influence_crosssection_of_pile_point_s: float, max_load_on_foundation: float, max_bearing_capacity_foundation: float, critical_pile_nr_for_settlement_in_gt1b: int, critical_cpt_nr_for_settlement_in_gt1b: int, critical_pile_nr_for_settlement_in_gt2: int, critical_cpt_nr_for_settlement_in_gt2: int, first_pile_nr_for_critical_rotation_in_gt1b: int, second_pile_nr_for_critical_rotation_in_gt1b: int, first_pile_nr_for_critical_rotation_in_gt2: int, second_pile_nr_for_critical_rotation_ingt2: int, fs_tot_d_1b: float, fr_max_punt_d_1b: float, fr_max_schacht_d_1b: float, fr_punt_d_1b: float, spunt_d_1b: float, sel_d1b: float, s2_d1b: float, sneg1b: float, fs_tot_d_2: float, fr_max_punt_d2: float, fr_max_schacht_d_2: float, fr_punt_d_2: float, spunt_d_2: float, sel_d2: float, s2_d2: float, sneg2: float, max_shaft_and_point: DFoundationsNenPileResultsTable, sigma_max_schacht_1b: float, sigma_max_schacht_2: float, min_value: float, max_value: float, nen_average_pile_factors: DFoundationsNenPileResultsTable, calculation_parameters_bearing_piles_ec_7: DFoundationsCalculationParametersBearingPilesEC7)

calculation_parameters_bearing_piles_ec_7: DFoundationsCalculationParametersBearingPilesEC7

cpts: DFoundationsNenPileResultsTable

critical_cpt_nr_for_settlement_in_gt1b: int

critical_cpt_nr_for_settlement_in_gt2: int

critical_pile_nr_for_settlement_in_gt1b: int

critical_pile_nr_for_settlement_in_gt2: int

factor_influence_crosssection_of_pile_point_s: float

first_pile_nr_for_critical_rotation_in_gt1b: int

first_pile_nr_for_critical_rotation_in_gt2: int

fr_max_punt_d2: float

fr_max_punt_d_1b: float

fr_max_schacht_d_1b: float

fr_max_schacht_d_2: float

fr_punt_d_1b: float

fr_punt_d_2: float

fs_tot_d_1b: float

fs_tot_d_2: float

max_bearing_capacity_foundation: float

max_load_on_foundation: float

max_shaft_and_point: DFoundationsNenPileResultsTable

max_value: float

min_value: 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].

nen_average_pile_factors: DFoundationsNenPileResultsTable

pile_point_shape_factor: float

s2_d1b: float

s2_d2: float

second_pile_nr_for_critical_rotation_in_gt1b: int

second_pile_nr_for_critical_rotation_ingt2: int

sel_d1b: float

sel_d2: float

sigma_max_schacht_1b: float

sigma_max_schacht_2: float

sneg1b: float

sneg2: float

spunt_d_1b: float

spunt_d_2: float

class geolib.models.dfoundations.internal.DFoundationsNenPileResultsTable(*args, data: list[dict[str, int | float | str]] = [])

data: list[dict[str, int | 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.dfoundations.internal.DFoundationsStructure(*args, input_data: ~geolib.models.dfoundations.internal.DFoundationsInputStructure = DFoundationsInputStructure(version=Version(soil=1013, d__foundations=1033), version_externals=VersionExternal(dgsfoundationcalc____dll='23.1.0.40358'), model=ModelType(model=<ModelTypeEnum.BEARING_PILES: 0>, cu_values=<CuValuesEnum.CU_VALUES_BASED_ON_CPTS: 0>), soil_collection=SoilCollection(soil=[Soil(name='Gravel, none, loose', soilcolor=7237245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, medium', soilcolor=7564925, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=37.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, dense', soilcolor=7892605, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, loose', soilcolor=7893885, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, medium', soilcolor=8221565, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, dense', soilcolor=8549245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=21.0, soilgamwet=22.5, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, loose', soilcolor=55279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, medium', soilcolor=382959, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, dense', soilcolor=710639, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=8', soilcolor=2351599, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=12', soilcolor=2679279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, soft', soilcolor=12489852, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, moderate', soilcolor=13145212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, stiff', soilcolor=13472892, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=22.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=3.8, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, very sandy', soilcolor=14457212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, soft', soilcolor=12510881, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=17.0, soilgamwet=17.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, moderate', soilcolor=13166241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=19.0, soilgamwet=19.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, stiff', soilcolor=13493921, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=25.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, soft', soilcolor=14478241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=18.0, soilgamwet=18.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, moderate', soilcolor=13824161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, stiff', soilcolor=14479521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=27.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very sandy', soilcolor=14807201, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, slightly organic', soilcolor=15791521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=15.0, soilgamwet=15.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very organic', soilcolor=16448161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=16.0, soilgamwet=16.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, weak', soilcolor=2759589, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=12.0, soilgamwet=12.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, moderate', soilcolor=3087269, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=13.0, soilgamwet=13.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Undetermined', soilcolor=16777215, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=0.01, soilgamwet=0.02, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=0.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126)]), run_identification='\n\n\n\n\n\n', cpt_list=CPTList(cpt_collection=[]), profiles=Profiles(profiles=[]), user_classification_method='[USER CLASSIFICATION METHOD]\n0\n[END OF USER CLASSIFICATION METHOD]', slopes='0 = number of items', types___bearing_piles='-1 : pile type shown in main graph\n    0 = number of items', types___tension_piles_cur='-1 : pile type shown in main graph\n    0 = number of items', types___shallow_foundations='0 = number of items', loads='0 = number of items', positions___bearing_piles=PositionsBearingPiles(positions=[]), positions___tension_piles_cur=PositionsTensionPiles(positions=[]), positions___shallow_foundations='[TABLE]\nDataCount=0\n[END OF TABLE]', calculation_options=CalculationOptions(is_rigid=<Bool.TRUE: 1>, max_allowed_settlement_lim_state_str=0.0, max_allowed_rel_rotation_lim_state_str=100, max_allowed_settlement_lim_state_serv=0.0, max_allowed_rel_rotation_lim_state_serv=300, is_xi3_overruled=<Bool.FALSE: 0>, factor_xi3=2.0, is_xi4_overruled=<Bool.FALSE: 0>, factor_xi4=2.0, is_gamma_b_overruled=<Bool.FALSE: 0>, factor_gamma_b=2.0, is_gamma_s_overruled=<Bool.FALSE: 0>, factor_gamma_s=2.0, is_gamma_fnk_overruled=<Bool.FALSE: 0>, factor_gamma_fnk=2.0, is_area_overruled=<Bool.FALSE: 0>, area=1000.0, is_qbmax_overruled=<Bool.FALSE: 0>, qbmax=15.0, is_qcza_low_overruled=<Bool.FALSE: 0>, qcza_low=12.0, is_qcza_high_overruled=<Bool.FALSE: 0>, qcza_high=15.0, is_ea_gem_overruled=<Bool.FALSE: 0>, ea_gem=100000.0, is_overrule_excavation=<Bool.FALSE: 0>, use_pile_group=<Bool.TRUE: 1>, is_write_intermediate_results=<Bool.FALSE: 0>, use_interaction_model=<Bool.FALSE: 0>, use_almere_rules=<Bool.FALSE: 0>, use_extra_almere_rules=<Bool.FALSE: 0>, is_gamma_g_str_overruled=<Bool.FALSE: 0>, factor_gamma_g_str=1.0, is_gamma_coh_overruled=<Bool.FALSE: 0>, factor_gamma_coh=1.0, is_gamma_phi_overruled=<Bool.FALSE: 0>, factor_gamma_phi=1.0, is_gamma_fundr_overruled=<Bool.FALSE: 0>, factor_gamma_fundr=1.0, is_gamma_g_sls_overruled=<Bool.FALSE: 0>, factor_gamma_g_sls=1.0, is_gamma_cc_overruled=<Bool.FALSE: 0>, factor_gamma_cc=1.0, is_gamma_ca_overruled=<Bool.FALSE: 0>, factor_gamma_ca=1.0, is_keep_length_constant=<Bool.FALSE: 0>, use_5_percent_limit=<Bool.FALSE: 0>, load_factor_between_limit_1_and_2=0.833, unit_weight_water=9.81, use_compaction=<Bool.FALSE: 0>, is_gamma_var_overruled=<Bool.FALSE: 0>, factor_gamma_var=1.0, is_gamma_st_overruled=<Bool.FALSE: 0>, factor_gamma_st=1.0, is_gamma_gamma_overruled=<Bool.FALSE: 0>, factor_gamma_gamma=1.0, surcharge=0.0, use_piezometric_levels=<Bool.TRUE: 1>), calculationtype=CalculationType(main_calculationtype=<MainCalculationType.PRELIMINARY_DESIGN: 0>, sub_calculationtype=<SubCalculationType.INDICATION_BEARING_CAPACITY: 2>), preliminary_design=PreliminaryDesign(trajectory_begin=-10.0, trajectory_end=-25.0, trajectory_interval=0.5, profiles=[], pile_types=[], cpt_test_level=0.0, net_bearing_capacity=0), location_map='0.0000\n       0.0000\n       0.0000\n       0.0000'), dumpfile_output: ~geolib.models.dfoundations.internal.DFoundationsDumpfileOutputStructure | None = None)

dumpfile_output: Optional[DFoundationsDumpfileOutputStructure]

input_data: DFoundationsInputStructure

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.dfoundations.internal.DFoundationsVerificationResults(*args, global_nen_results: DFoundationsGlobalNenResults | None = None, demands_nen__en: str | None = None, nen_pile_results: DFoundationsNenPileResults | None = None, verification_results_tp_load__settlement_curve_1b: str | None = None, verification_results_tp_1a: str | None = None, verification_results_tp_1b2: str | None = None, verification_results_tp_load__settlement_curve_2: str | None = None)

demands_nen__en: Optional[str]

global_nen_results: Optional[DFoundationsGlobalNenResults]

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].

nen_pile_results: Optional[DFoundationsNenPileResults]

verification_results_tp_1a: Optional[str]

verification_results_tp_1b2: Optional[str]

verification_results_tp_load__settlement_curve_1b: Optional[str]

verification_results_tp_load__settlement_curve_2: Optional[str]

class geolib.models.dfoundations.internal.ExcavationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

AFTER = 2

BEFORE = 1

class geolib.models.dfoundations.internal.InstallationMethod(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

AUTOMATIC = 0

DRIVING = 1

JETTING = 4

PRESSING = 3

VIBRATING = 2

class geolib.models.dfoundations.internal.InternalPile(**data)

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].

class geolib.models.dfoundations.internal.InterpretationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

CUR = 1

NEN_RULE = 0

QC_ONLY = 3

THREE_TYPE_RULE = 2

UNKNOWN = 4

class geolib.models.dfoundations.internal.Layer(*args, name: str = '', material: int, top_level: float, excess_pore_pressure_top: float = 0.0, excess_pore_pressure_bottom: float = 0.0, ocr_value: float = 1.0, reduction_cone_resistance: float = 0.0)

excess_pore_pressure_bottom: float

excess_pore_pressure_top: float

material: 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].

name: str

ocr_value: float

reduction_cone_resistance: float

top_level: float

class geolib.models.dfoundations.internal.LoadSettlementCurve(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

ONE = 0

THREE = 2

TWO = 1

class geolib.models.dfoundations.internal.MainCalculationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

PRELIMINARY_DESIGN = 0

VERIFICATION_DESIGN = 1

class geolib.models.dfoundations.internal.ModelType(*args, model: ModelTypeEnum = ModelTypeEnum.BEARING_PILES, cu_values: CuValuesEnum = CuValuesEnum.CU_VALUES_BASED_ON_CPTS)

cu_values: CuValuesEnum

model: ModelTypeEnum

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.dfoundations.internal.ModelTypeEnum(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

BEARING_PILES = 0

SHALLOW_FOUNDATIONS = 2

TENSION_PILES = 1

class geolib.models.dfoundations.internal.OpenPipePileCalculationMethod(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

OPEN_PIPE_PILE = 0

STANDARD_METHOD = 1

class geolib.models.dfoundations.internal.PileMaterial(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

CONCRETE = 0

STEEL = 1

TIMBER = 2

USER_DEFINED = 3

class geolib.models.dfoundations.internal.PileShape(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

H_SHAPED_PROFILE = 10

RECTANGULAR_PILE = 1

RECTANGULAR_PILE_WITH_ENLARGED_BASE = 3

ROUND_HOLLOW_PILE_WITH_CLOSED_BASE = 5

ROUND_OPEN_ENDED_HOLLOW_PILE = 9

ROUND_PILE = 0

ROUND_PILE_WITH_BASE_EQUALS_TO_SHAFT_LOST_TIP = 13

ROUND_PILE_WITH_ENLARGED_BASE = 2

ROUND_PILE_WITH_IN_SITU_FORMED_BASE = 7

ROUND_PILE_WITH_LOST_TIP = 6

ROUND_PILE_WITH_SCREW_SHAPED_SHAFT = 12

ROUND_TAPERED_PILE = 4

SECTION = 8

USER_DEFINED = 11

class geolib.models.dfoundations.internal.PileType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

B1_PREFABRICATED_CONCRETE_PILE = 0

B2_DRIVEN_CAST_IN_PLACE_PILE_TUBE_BACK_BY_DRIVING = 2

B3_DRIVEN_CAST_IN_PLACE_PILE_TUBE_BACK_BY_VIBRATION = 3

B4_SCREW_PILE_CAST_IN_PLACE_LOST_TIP = 6

B4_SCREW_PILE_CAST_IN_PLACE_WITH_GROUT = 7

B5_SCREW_PILE_WITH_AUGER = 25

B6_ROUND_SCREW_PILE_WITH_GROUT = 26

B7_CONTINUOUS_FLIGHT_AUGER_PILE = 11

B8_BORED_PILE_DRILLING_MUD_UNCASED_BOREHOLE = 12

H1_STRAIGHT_TIMBER_PILE = 5

H2_TAPERED_TIMBER_PILE = 4

MA1_MICRO_PILE_DOUBLE_PIPE_NOT_EXTORTED = 17

MA2_MICRO_PILE_DOUBLE_PIPE_EXTORTED = 16

MB1_MICRO_PILE_SINGLE_PIPE_NOT_EXTORTED = 19

MB2_MICRO_PILE_SINGLE_PIPE_EXTORTED = 18

MC_MICRO_PILE_ANCHOR_BORED = 20

MD_MICRO_PILE_ANCHOR_SCREWED = 21

ME_MICRO_PILE_VIBRATED = 22

MF_ANY_OTHER_MICRO_PILE = 27

Old_PREFABRICATED_SCREW_PILE_WITH_GROUT = 8

S1_CLOSED_ENDED_STEEL_PIPE_PILE = 1

S2_STEEL_SECTION = 10

S3_OPEN_ENDED_STEEL_PIPE_PILE = 14

S4_GROUTED_STEEL_PROFILE_WITH_FOOTPLATE = 23

S4_MV_PILE = 15

S5_PREFABRICATED_SCREW_PILE_WITHOUT_GROUT = 9

S6_GROUTED_STEEL_PIPE_PILE_SCREWED = 24

S7_BORED_PILE_SHELLING_TECH_PERMANENT_CASING = 13

USER_DEFINED = 30

USER_DEFINED_LOW_VIBRATING = 29

USER_DEFINED_VIBRATING = 28

class geolib.models.dfoundations.internal.PileTypeForClaySiltPeat(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

STANDARD = 0

USER_DEFINED = 1

class geolib.models.dfoundations.internal.PositionBearingPile(**data)

Parameters:

data (Any)

index: Annotated[int]

limit_state_service: Annotated[float]

limit_state_str: 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].

pile_head_level: Annotated[float]

pile_name: Annotated[str]

surcharge: Annotated[float]

x_coordinate: Annotated[float]

y_coordinate: Annotated[float]

class geolib.models.dfoundations.internal.PositionTensionPile(**data)

Parameters:

data (Any)

index: Annotated[int]

limit_state_service: Annotated[float]

limit_state_str: Annotated[float]

max_force: Annotated[float]

min_force: 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].

pile_head_level: Annotated[float]

pile_name: Annotated[str]

use_alternating_loads: Bool

x_coordinate: Annotated[float]

y_coordinate: Annotated[float]

class geolib.models.dfoundations.internal.PositionsBearingPiles(*args, positions: list[PositionBearingPile] = [])

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[PositionBearingPile]

class geolib.models.dfoundations.internal.PositionsTensionPiles(*args, positions: list[PositionTensionPile] = [])

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[PositionTensionPile]

class geolib.models.dfoundations.internal.PreliminaryDesign(*args, trajectory_begin: float = -10.0, trajectory_end: float = -25.0, trajectory_interval: float = 0.5, profiles: list[int] = [], pile_types: list[int] = [], cpt_test_level: float | None = 0.0, net_bearing_capacity: int | None = 0)

cpt_test_level: Optional[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].

net_bearing_capacity: Optional[int]

pile_types: list[int]

profiles: list[int]

trajectory_begin: float

trajectory_end: float

trajectory_interval: float

class geolib.models.dfoundations.internal.Profile(*args, name: str, matching_cpt: int, x_coordinate: float, y_coordinate: float, phreatic_level: float, pile_tip_level: float, overconsolidation_ratio: float = 1.0, top_of_positive_skin_friction: float, bottom_of_negative_skin_friction: float, expected_ground_level_settlement: float = 0.0, placement_depth_of_foundation: float = 0.0, concentration_value_frohlich: int = 3, top_tension_zone: float = 0.0, reduction_of_cone_resistance: ReductionConeResistanceEnum = ReductionConeResistanceEnum.SAFE, excavation_level: float, excavation_width_infinite: Bool = Bool.TRUE, excavation_length_infinite: Bool = Bool.TRUE, distance_edge_pile_to_excavation_boundary: float = 0.0, layers: list[Layer] = [])

bottom_of_negative_skin_friction: float

concentration_value_frohlich: int

distance_edge_pile_to_excavation_boundary: float

excavation_length_infinite: Bool

excavation_level: float

excavation_width_infinite: Bool

expected_ground_level_settlement: float

layers: list[Layer]

matching_cpt: 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].

name: str

overconsolidation_ratio: float

phreatic_level: float

pile_tip_level: float

placement_depth_of_foundation: float

reduction_of_cone_resistance: ReductionConeResistanceEnum

top_of_positive_skin_friction: float

top_tension_zone: float

x_coordinate: float

y_coordinate: float

class geolib.models.dfoundations.internal.Profiles(*args, profiles: list[Profile] = [])

add_profile_if_unique(profile)

Parameters:

profile (Profile)

Return type:

Profile

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].

profiles: list[Profile]

class geolib.models.dfoundations.internal.ReductionConeResistanceEnum(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

BEGEMANN = 1

MANUAL = 2

SAFE = 0

class geolib.models.dfoundations.internal.SoilCollection(*args, soil: list[~geolib.models.dfoundations.internal_soil.Soil] = [Soil(name='Gravel, none, loose', soilcolor=7237245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, medium', soilcolor=7564925, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=37.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, none, dense', soilcolor=7892605, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, loose', soilcolor=7893885, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, medium', soilcolor=8221565, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Gravel, silty, dense', soilcolor=8549245, soilsoiltype=<SoilTypeNl.GRAVEL: 0>, soilgamdry=21.0, soilgamwet=22.5, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, loose', soilcolor=55279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=18.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, medium', soilcolor=382959, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, none, dense', soilcolor=710639, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=20.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=40.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=8', soilcolor=2351599, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Sand, sil/cla, qc=12', soilcolor=2679279, soilsoiltype=<SoilTypeNl.SAND: 1>, soilgamdry=19.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, soft', soilcolor=12489852, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=30.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, moderate', soilcolor=13145212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, sl san, stiff', soilcolor=13472892, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=22.0, soilgamwet=22.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=3.8, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Silt, very sandy', soilcolor=14457212, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=35.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, soft', soilcolor=12510881, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=17.0, soilgamwet=17.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, moderate', soilcolor=13166241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=19.0, soilgamwet=19.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=17.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, clean, stiff', soilcolor=13493921, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=25.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, soft', soilcolor=14478241, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=18.0, soilgamwet=18.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, moderate', soilcolor=13824161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=13.0, soilphi=22.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, sl san, stiff', soilcolor=14479521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=21.0, soilgamwet=21.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=15.0, soilphi=27.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very sandy', soilcolor=14807201, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=20.0, soilgamwet=20.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=32.5, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, slightly organic', soilcolor=15791521, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=15.0, soilgamwet=15.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Clay, very organic', soilcolor=16448161, soilsoiltype=<SoilTypeNl.CLAY: 3>, soilgamdry=16.0, soilgamwet=16.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=1.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, weak', soilcolor=2759589, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=12.0, soilgamwet=12.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=2.5, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Peat, none, moderate', soilcolor=3087269, soilsoiltype=<SoilTypeNl.PEAT: 4>, soilgamdry=13.0, soilgamwet=13.0, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=5.0, soilphi=15.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126), Soil(name='Undetermined', soilcolor=16777215, soilsoiltype=<SoilTypeNl.SILT: 2>, soilgamdry=0.01, soilgamwet=0.02, soildiameterd50=0.2, soilminvoidratio=0.4, soilmaxvoidratio=0.8, soilcohesion=0.0, soilphi=0.0, soilcu=0.0, soilmaxconeresisttype=<MaxConeResistType.STANDARD: 0>, soilmaxconeresist=0.0, soilusetension=<Bool.TRUE: 1>, soilca=0.004, soilcratio=0.126)])

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]

class geolib.models.dfoundations.internal.SubCalculationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

BEARING_CAPACITY_AT_FIXED_PILETIP_LEVELS = 3

INDICATION_BEARING_CAPACITY = 2

PILETIP_LEVELS_AND_NET_BEARING_CAPACITY = 4

UNSUPPORTED = 7

VERIFICATION_COMPLETE = 1

VERIFICATION_DESIGN = 0

class geolib.models.dfoundations.internal.TimeOrderType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)

Use this option to specify the execution time of CPTs relative to the pile installation. This information is needed to determine whether the problem qualifies for certain exceptions made in NEN 9997-1:2016.

CPT_BEFORE_AND_AFTER_INSTALL = 7

CPT_EXCAVATION_INSTALL = 1

CPT_INSTALL_EXCAVATION = 6

EXCAVATION_CPT_INSTALL = 3

EXCAVATION_INSTALL_CPT = 4

INSTALL_CPT_EXCAVATION = 2

INSTALL_EXCAVATION_CPT = 5

class geolib.models.dfoundations.internal.TypesBearingPiles(*args, pile_name: str = '', pile_type: PileType = PileType.B1_PREFABRICATED_CONCRETE_PILE, pile_type_for_execution_factor_sand_gravel: PileType | None = None, execution_factor_sand_gravel: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=9)])] | None = None, pile_type_for_execution_factor_clay_silt_peat: PileTypeForClaySiltPeat | None = None, execution_factor_clay_silt_peat: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=9)])] | None = None, pile_type_for_pile_class_factor: PileType | None = None, pile_class_factor: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=9)])] | None = None, pile_type_for_load_settlement_curve: LoadSettlementCurve | None = None, material: PileMaterial | None = None, elasticity_modulus: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=1e+25)])] | None = None, installation_method: InstallationMethod = InstallationMethod.DRIVING, slip_layer: BearingPileSlipLayer = BearingPileSlipLayer.NONE, characteristic_adhesion: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=1000)])] | None = None, shape: PileShape = PileShape.RECTANGULAR_PILE, base_width: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_length: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, pile_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_height: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_width_v: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_length_v: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, shaft_width: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, shaft_length: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, increase_in_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, external_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, internal_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, height_h_shape: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, width_h_shape: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, thickness_web: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, thickness_flange: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, open_pipe_pile_calculation_method: OpenPipePileCalculationMethod = OpenPipePileCalculationMethod.OPEN_PIPE_PILE, overrule_pile_tip_shape_factor: Bool = Bool.FALSE, pile_tip_shape_factor: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=10)])] | None = None, overrule_pile_tip_cross_section_factors: Bool = Bool.FALSE, pile_tip_cross_section_factor: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=10)])] | None = None, use_pre_2025: Bool = Bool.FALSE, user_defined_pile_type_as_prefab: Bool = Bool.FALSE, use_manual_reduction_for_qc: Bool = Bool.FALSE, reduction_percentage_qc: Annotated[float, Ge(ge=25), Le(le=100)] = 25, is_user_defined: Bool = Bool.TRUE)

base_diameter: Optional[Annotated[float]]

base_height: Optional[Annotated[float]]

base_length: Optional[Annotated[float]]

base_length_v: Optional[Annotated[float]]

base_width: Optional[Annotated[float]]

base_width_v: Optional[Annotated[float]]

characteristic_adhesion: Optional[Annotated[float]]

diameter: Optional[Annotated[float]]

elasticity_modulus: Optional[Annotated[float]]

execution_factor_clay_silt_peat: Optional[Annotated[float]]

execution_factor_sand_gravel: Optional[Annotated[float]]

external_diameter: Optional[Annotated[float]]

height_h_shape: Optional[Annotated[float]]

increase_in_diameter: Optional[Annotated[float]]

installation_method: InstallationMethod

internal_diameter: Optional[Annotated[float]]

is_user_defined: Bool

material: Optional[PileMaterial]

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].

open_pipe_pile_calculation_method: OpenPipePileCalculationMethod

overrule_pile_tip_cross_section_factors: Bool

overrule_pile_tip_shape_factor: Bool

pile_class_factor: Optional[Annotated[float]]

pile_diameter: Optional[Annotated[float]]

pile_name: str

pile_tip_cross_section_factor: Optional[Annotated[float]]

pile_tip_shape_factor: Optional[Annotated[float]]

pile_type: PileType

pile_type_for_execution_factor_clay_silt_peat: Optional[PileTypeForClaySiltPeat]

pile_type_for_execution_factor_sand_gravel: Optional[PileType]

pile_type_for_load_settlement_curve: Optional[LoadSettlementCurve]

pile_type_for_pile_class_factor: Optional[PileType]

reduction_percentage_qc: Annotated[float]

shaft_length: Optional[Annotated[float]]

shaft_width: Optional[Annotated[float]]

shape: PileShape

slip_layer: BearingPileSlipLayer

thickness_flange: Optional[Annotated[float]]

thickness_web: Optional[Annotated[float]]

use_manual_reduction_for_qc: Bool

use_pre_2025: Bool

user_defined_pile_type_as_prefab: Bool

width_h_shape: Optional[Annotated[float]]

class geolib.models.dfoundations.internal.TypesTensionPiles(*args, pile_name: str = '', pile_type: PileType = PileType.B1_PREFABRICATED_CONCRETE_PILE, pile_type_for_execution_factor_sand_gravel: PileType | None = None, use_pre_2025: Bool = Bool.FALSE, installation_method: InstallationMethod = InstallationMethod.DRIVING, execution_factor_sand_gravel: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=9)])] | None = None, pile_type_for_execution_factor_clay_silt_peat: PileTypeForClaySiltPeat | None = None, execution_factor_clay_silt_peat: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=9)])] | None = None, material: PileMaterial | None = None, unit_weight_pile: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=1000)])] | None = None, elasticity_modulus: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=1e+25)])] | None = None, shape: PileShape = PileShape.RECTANGULAR_PILE, base_width: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_length: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, pile_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_height: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_width_v: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, base_length_v: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, shaft_width: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, shaft_length: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, increase_in_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, external_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, internal_diameter: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, height_h_shape: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, width_h_shape: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, thickness_web: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, thickness_flange: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, circumference: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, cross_section: Annotated[float, FieldInfo(annotation=NoneType, required=True, metadata=[Ge(ge=0), Le(le=100)])] | None = None, is_user_defined: Bool = Bool.TRUE)

base_diameter: Optional[Annotated[float]]

base_height: Optional[Annotated[float]]

base_length: Optional[Annotated[float]]

base_length_v: Optional[Annotated[float]]

base_width: Optional[Annotated[float]]

base_width_v: Optional[Annotated[float]]

circumference: Optional[Annotated[float]]

cross_section: Optional[Annotated[float]]

diameter: Optional[Annotated[float]]

elasticity_modulus: Optional[Annotated[float]]

execution_factor_clay_silt_peat: Optional[Annotated[float]]

execution_factor_sand_gravel: Optional[Annotated[float]]

external_diameter: Optional[Annotated[float]]

height_h_shape: Optional[Annotated[float]]

increase_in_diameter: Optional[Annotated[float]]

installation_method: InstallationMethod

internal_diameter: Optional[Annotated[float]]

is_user_defined: Bool

material: Optional[PileMaterial]

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_diameter: Optional[Annotated[float]]

pile_name: str

pile_type: PileType

pile_type_for_execution_factor_clay_silt_peat: Optional[PileTypeForClaySiltPeat]

pile_type_for_execution_factor_sand_gravel: Optional[PileType]

shaft_length: Optional[Annotated[float]]

shaft_width: Optional[Annotated[float]]

shape: PileShape

thickness_flange: Optional[Annotated[float]]

thickness_web: Optional[Annotated[float]]

unit_weight_pile: Optional[Annotated[float]]

use_pre_2025: Bool

width_h_shape: Optional[Annotated[float]]

class geolib.models.dfoundations.internal.Version(*args, soil: int = 1013, d__foundations: int = 1033)

d__foundations: 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.dfoundations.internal.VersionExternal(*args, dgsfoundationcalc____dll: str = '23.1.0.40358')

dgsfoundationcalc____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].