D-Foundations¶

D-Foundations model¶

class geolib.models.dfoundations.dfoundations_model.BearingPilesModel(**data)¶

Parameters: data (Any) –

area: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_gamma_b: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_gamma_fnk: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_gamma_s: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

classmethod model_type()¶

class geolib.models.dfoundations.dfoundations_model.CalculationOptions(**data)¶

Set calculation type:

# Verification VERIFICATION_DESIGN = 0 # Only valid for Bearing Piles VERIFICATION_COMPLETE = 1

# Preliminary Design INDICATION_BEARING_CAPACITY = 2 BEARING_CAPACITY_AT_FIXED_PILETIP_LEVELS = 3 PILETIP_LEVELS_AND_NET_BEARING_CAPACITY = 4

Note that cpt_test_level is related to the chosen CPTs for the calculation. The GUI will override the display of an invalid value.

Parameters: data (Any) –

calculationtype: geolib.models.dfoundations.internal.SubCalculationType¶

cpt_test_level: Optional[float]¶

net_bearing_capacity: Optional[float]¶

trajectory_begin: float¶

trajectory_end: float¶

trajectory_interval: float¶

class geolib.models.dfoundations.dfoundations_model.DFoundationsModel(**data)¶

D-Foundations enables the user to calculate piles (bearing and tension) and shallow foundation in accordance with the Dutch (and Belgian) standards.

This model can read, modify and create *.foi files, read *.fod and *.err files.

Parameters: data (Any) –

add_pile_if_unique(pile, location)¶

Add pile on location to the model. Requires setup of the Pile and Location first.

Parameters

pile (Pile) –
location (PileLocation) –

add_profile(profile)¶

Add profile on location to the model. Requires setup of the Profile and Location first.

Parameters: profile (Profile) –
Return type: str

add_soil(soil)¶

Soil is converted in the internal structure and added in soil_collection.

Parameters: soil (Soil) –
Return type: str

property bearing_pile_locations¶: Enables easy access to the bearing piles location in the internal dict-like datastructure. Also enables edit/delete for individual bearing pile locations.

property bearing_piles¶: Enables easy access to the bearing piles in the internal dict-like datastructure. Also enables edit/delete for individual Piles.

property console_flags: List[str]¶

Return type: List[str]

property console_path: pathlib.Path¶

Return type: Path

property cpts: geolib.models.dfoundations.internal.CPTList¶

Return type: CPTList

datastructure: Union[geolib.models.dfoundations.internal.DFoundationsDumpStructure, geolib.models.dfoundations.internal.DFoundationsStructure]¶

property input¶: Access internal dict-like datastructure of the input.

property output: geolib.models.dfoundations.internal.DFoundationsDumpfileOutputStructure¶

Access internal dict-like datastructure of the output.

Requires a successful execute.

Return type: DFoundationsDumpfileOutputStructure

property parser_provider_type: Type[geolib.models.dfoundations.dfoundations_parserprovider.DFoundationsParserProvider]¶

Returns the parser provider type of the current concrete class.

Raises: NotImplementedError – If not implemented in the concrete class.
Return type: Type[DFoundationsParserProvider]
Returns: Type[BaseParserProvider] – Concrete parser provider.

property profiles¶: Enables easy access to the profiles in the internal dict-like datastructure. Also enables edit/delete for individual Piles.

serialize(filename)¶

Serialize model to input file.

Parameters: filename (FilePath) –

set_model(model, calculation)¶

(Re)Set ModelType (Bearing/Tension) and ConstructionType for model.

Please note:

All profiles will be automatically selected for calculation
Only the relevant pile types will be used (bearing/tension):
- Only the first one added will be used in the case of verification calculation
On model change (bearing to tensions and reverse) the soils will be replaced by defaults

It is advised to only use this method once at the beginning of your workflow.

Parameters

model (Union[BearingPilesModel, TensionPilesModel]) –
calculation (CalculationOptions) –

Return type

None

property soils: geolib.models.dfoundations.internal.SoilCollection¶

Return type: SoilCollection

property tension_pile_locations¶: Enables easy access to the tension piles location in the internal dict-like datastructure. Also enables edit/delete for individual tension pile locations.

property tension_piles¶: Enables easy access to the tension piles in the internal dict-like datastructure. Also enables edit/delete for individual Piles.

class geolib.models.dfoundations.dfoundations_model.ModelOptions(**data)¶

Parameters: data (Any) –

ea_gem: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_xi3: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_xi4: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

is_overrule_excavation: geolib.models.internal.Bool¶

is_rigid: geolib.models.internal.Bool¶

is_suppress_qc_reduction: geolib.models.internal.Bool¶

is_write_intermediate_results: geolib.models.internal.Bool¶

max_allowed_rel_rotation_lim_state_serv: geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue¶

max_allowed_rel_rotation_lim_state_str: geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue¶

max_allowed_settlement_lim_state_serv: geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue¶

max_allowed_settlement_lim_state_str: geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue¶

classmethod model_type()¶

use_almere_rules: geolib.models.internal.Bool¶

use_extra_almere_rules: geolib.models.internal.Bool¶

use_interaction_model: geolib.models.internal.Bool¶

use_pile_group: geolib.models.internal.Bool¶

class geolib.models.dfoundations.dfoundations_model.TensionPilesModel(**data)¶

Parameters: data (Any) –

factor_gamma_gamma: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_gamma_st: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

factor_gamma_var: Optional[geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue]¶

classmethod model_type()¶

surcharge: geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue¶

unit_weight_water: geolib.models.dfoundations.dfoundations_model.ConstrainedFloatValue¶

use_compaction: geolib.models.internal.Bool¶

use_piezometric_levels: geolib.models.internal.Bool¶

Piles¶

Pile Library for D-Foundations.

class geolib.models.dfoundations.piles.BasePileType(value)¶

Supported pile types enum

USER_DEFINED_LOW_VIBRATING = 26¶

USER_DEFINED_VIBRATING = 25¶

class geolib.models.dfoundations.piles.BasePileTypeForClayLoamPeat(value)¶

Pile types for clay loam and peat enum

STANDARD = 0¶

USER_DEFINED = 1¶

class geolib.models.dfoundations.piles.BearingHShapedPile(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

height_h_shape: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

thickness_flange: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

thickness_web: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

width_h_shape: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingPile(**data)¶

Inherits Pile.

Parameters: data (Any) –

characteristic_adhesion: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

load_settlement_curve: geolib.models.dfoundations.internal.LoadSettlementCurve¶

overrule_pile_tip_cross_section_factors: bool¶

overrule_pile_tip_shape_factor: bool¶

pile_class_factor_tip: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_tip_cross_section_factor: Optional[geolib.models.dfoundations.piles.ConstrainedFloatValue]¶

pile_tip_shape_factor: Optional[geolib.models.dfoundations.piles.ConstrainedFloatValue]¶

reduction_percentage_qc: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

use_manual_reduction_for_qc: bool¶

user_defined_pile_type_as_prefab: bool¶

class geolib.models.dfoundations.piles.BearingPileLocation(**data)¶

Inherits PileLocation.

Parameters: data (Any) –

surcharge: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRectangularPile(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

base_length: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_width: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRectangularPileWithEnlargedBase(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

base_height: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_length_v: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_width_v: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

shaft_length: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

shaft_width: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundHollowPileWithClosedBase(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

external_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

wall_thickness: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundOpenEndedHollowPile(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

external_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

wall_thickness: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundPile(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundPileWithEnlargedBase(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

base_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_height: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundPileWithInSituFormedBase(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

base_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_height: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundPileWithLostTip(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

base_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingRoundTaperedPile(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

diameter_at_pile_tip: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

increase_in_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.BearingSection(**data)¶

Inherits BearingPile.

Parameters: data (Any) –

base_length: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_width: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.Pile(**data)¶

Base Class for Piles.

Parameters: data (Any) –

elasticity_modulus: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_class_factor_shaft_clay_loam_peat: Optional[geolib.models.dfoundations.piles.ConstrainedFloatValue]¶

pile_class_factor_shaft_sand_gravel: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_name: str¶

pile_type: geolib.models.dfoundations.piles.BasePileType¶

preset_pile_class_factor_shaft_clay_loam_peat: geolib.models.dfoundations.piles.BasePileTypeForClayLoamPeat¶

class geolib.models.dfoundations.piles.PileLocation(**data)¶

Base Class for Pile location.

Parameters: data (Any) –

limit_state_service: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

limit_state_str: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_head_level: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_name: geolib.models.dfoundations.piles.ConstrainedStrValue¶

point: geolib.geometry.one.Point¶

class geolib.models.dfoundations.piles.TensionHShapedPile(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

height_h_shape: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

thickness_flange: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

thickness_web: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

width_h_shape: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionPile(**data)¶

Inherits Pile.

Parameters: data (Any) –

unit_weight_pile: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionPileLocation(**data)¶

Inherits PileLocation.

Parameters: data (Any) –

max_force: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

min_force: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

use_alternating_loads: bool¶

class geolib.models.dfoundations.piles.TensionRectangularPile(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

base_length: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_width: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRectangularPileWithEnlargedBase(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

base_height: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_length_v: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_width_v: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

shaft_length: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

shaft_width: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundHollowPileWithClosedBase(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

external_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

wall_thickness: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundOpenEndedHollowPile(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

external_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

wall_thickness: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundPile(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundPileWithEnlargedBase(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

base_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_height: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundPileWithInSituFormedBase(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

base_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

base_height: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundPileWithLostTip(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

base_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

pile_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionRoundTaperedPile(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

diameter_at_pile_tip: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

increase_in_diameter: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

class geolib.models.dfoundations.piles.TensionSection(**data)¶

Inherits TensionPile.

Parameters: data (Any) –

circumference: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

cross_section: geolib.models.dfoundations.piles.ConstrainedFloatValue¶

Profiles¶

class geolib.models.dfoundations.profiles.CPT(**data)¶

TODO To be expanded/generalized in GEOLib+

measure_data need to be provided as a list of dicts:

[{
    "z": float,  # negative
    "qc": float,
}]

Note that timeorder_type will force all other CPTs in the same model to the same timeorder_type.

Parameters: data (Any) –

cptname: str¶

depthrange: float¶

excavation_type: geolib.models.dfoundations.internal.ExcavationType¶

groundlevel: float¶

interpretation_model: geolib.models.dfoundations.internal.InterpretationType¶

interpretation_model_stressdependent: geolib.models.internal.Bool¶

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

pre_excavation: float¶

timeorder_type: geolib.models.dfoundations.internal.TimeOrderType¶

to_profile(method, **kwargs)¶

TODO GEOLib+ Interpret CPT by method to generate a Profile.

Return type: Profile

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¶

class geolib.models.dfoundations.profiles.Excavation(**data)¶

Excavation class.

Note that using an excavation level will override all previous set excavation levels in the same model.

Parameters: data (Any) –

distance_edge_pile_to_excavation_boundary: float¶

excavation_length_infinite: geolib.models.internal.Bool¶

excavation_level: float¶

excavation_width_infinite: geolib.models.internal.Bool¶

reduction_of_core_resistance: geolib.models.dfoundations.internal.ReductionCoreResistanceEnum¶

class geolib.models.dfoundations.profiles.Profile(**data)¶

Generic profile class.

Layers need to be provided as a list of dicts:

[{
    "name": str,
    "material": str,
    "top_level": float  # [m]
    "excess_pore_pressure_top": float = 0.0  # [kN/m3]
    "excess_pore_pressure_bottom": float = 0.0  # [kN/m3]
    "ocr_value": float = 1.0  # [-]
    "reduction_core_resistance": int = 0  # [%]
},]

Parameters: data (Any) –

bottom_of_negative_skin_friction: float¶

concentration_value_frohlich: int¶

cpt: geolib.models.dfoundations.profiles.CPT¶

excavation: Optional[geolib.models.dfoundations.profiles.Excavation]¶

expected_ground_level_settlement: float¶

layers: List[Dict[str, Any]]¶

location: geolib.geometry.one.Point¶

name: str¶

overconsolidation_ratio: float¶

phreatic_level: float¶

pile_tip_level: float¶

placement_depth_of_foundation: float¶

top_of_positive_skin_friction: float¶

top_tension_zone: float¶

Output¶

class geolib.models.dfoundations.internal.DFoundationsDumpfileOutputStructure(*args, results_at_cpt_test_level: str = None, verification_results: geolib.models.dfoundations.internal.DFoundationsVerificationResults = None, calculation_parameters_tension_piles: str = None, verification_results_tp: geolib.models.dfoundations.internal.DFoundationsVerificationResults = None, footnote_warnings: str = None, preliminary_design_results: str = None, verification_results_sf: str = None, verification_results_tp_1b2: str = None, verification_design_results: str = None)¶

calculation_parameters_tension_piles: Optional[str]¶

footnote_warnings: Optional[str]¶

preliminary_design_results: Optional[str]¶

results_at_cpt_test_level: Optional[str]¶

verification_design_results: Optional[str]¶

verification_results: Optional[geolib.models.dfoundations.internal.DFoundationsVerificationResults]¶

verification_results_sf: Optional[str]¶

verification_results_tp: Optional[geolib.models.dfoundations.internal.DFoundationsVerificationResults]¶

verification_results_tp_1b2: Optional[str]¶

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

demands_nen__en: Optional[str]¶

global_nen_results: Optional[geolib.models.dfoundations.internal.DFoundationsGlobalNenResults]¶

nen_pile_results: Optional[geolib.models.dfoundations.internal.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.DFoundationsGlobalNenResults(*args, wd1b: float, betad1b: float, w2d: float, betad2: float)¶

betad1b: float¶

betad2: float¶

w2d: float¶

wd1b: float¶

class geolib.models.dfoundations.internal.DFoundationsNenPileResults(*args, cpts: geolib.models.dfoundations.internal.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: geolib.models.dfoundations.internal.DFoundationsNenPileResultsTable, sigma_max_schacht_1b: float, sigma_max_schacht_2: float, min_value: float, max_value: float, nen_average_pile_factors: geolib.models.dfoundations.internal.DFoundationsNenPileResultsTable, calculation_parameters_bearing_piles_ec_7: geolib.models.dfoundations.internal.DFoundationsCalculationParametersBearingPilesEC7)¶

calculation_parameters_bearing_piles_ec_7: geolib.models.dfoundations.internal.DFoundationsCalculationParametersBearingPilesEC7¶

cpts: geolib.models.dfoundations.internal.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: geolib.models.dfoundations.internal.DFoundationsNenPileResultsTable¶

max_value: float¶

min_value: float¶

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

gammabused: float¶

gammasused: float¶

isksi3used: bool¶

ksi3used: float¶

ksi4used: float¶

class geolib.models.dfoundations.internal.DFoundationsNenPileResultsTable(*args, data: List[Dict[str, Union[int, float, str]]] = [])¶

data: List[Dict[str, Union[int, float, str]]]¶

D-Foundations¶

D-Foundations model¶

Piles¶

Profiles¶

Output¶

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