geolib.models.dsheetpiling.settings¶

Classes

`AssessmentTypeEC7NL`(value[, names, module, ...])
`CalculationType`(value[, names, module, ...])	Calculation type for D-SheetPiling
`CurveSettings`(**data)
`DesignType`(value[, names, module, qualname, ...])
`DistributionType`(value[, names, module, ...])	Distribution type for probability analysis
`EarthPressureCoefficients`(value[, names, ...])
`GrainType`(value[, names, module, qualname, ...])
`HorizontalBehaviorType`(value[, names, ...])
`LambdaType`(value[, names, module, qualname, ...])
`LateralEarthPressureMethod`(value[, names, ...])	The method for input of the lateral earth pressure ratio
`LateralEarthPressureMethodStage`(value[, ...])	The method for input of the lateral earth pressure ratio
`LoadTypeFavourableUnfavourable`(value[, ...])
`LoadTypeFavourableUnfavourableMoment`(value)
`LoadTypePermanentVariable`(value[, names, ...])
`ModelType`(value[, names, module, qualname, ...])	Represents the model types from D-Sheet Piling using the same integer values used in the application.
`ModulusReactionType`(value[, names, module, ...])	The Secant definition is based on the stress-displacement diagram according to CUR 166 of subgrade reaction.
`ModulusSubgradeReaction`(value[, names, ...])
`PartialFactorCalculationType`(value[, names, ...])
`PartialFactorSetCUR`(value[, names, module, ...])
`PartialFactorSetEC`(value[, names, module, ...])
`PartialFactorSetEC7NADBE`(value[, names, ...])
`PartialFactorSetEC7NADNL`(value[, names, ...])
`PartialFactorSetVerifyEC`(value[, names, ...])
`PassiveSide`(value[, names, module, ...])	Class to determine passive side.
`RiskClassEC7BE`(value[, names, module, ...])
`SheetPilingElementMaterialType`(value[, ...])	Materials settings for sheet pile elements
`Side`(value[, names, module, qualname, type, ...])	Defines the two sides of a wall
`SinglePileLoadOptions`(value[, names, ...])	Load options for the Single Pile
`SoilTypeModulusSubgradeReaction`(value[, ...])
`VerifyType`(value[, names, module, qualname, ...])

class geolib.models.dsheetpiling.settings.AssessmentTypeEC7NL(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Disapproval = 3¶

NewConstruction = 0¶

Reconstruction = 1¶

ReconstructionAccordingToBouwBesluit2003OrBefore = 2¶

class geolib.models.dsheetpiling.settings.CalculationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Calculation type for D-SheetPiling

CHARACTERISTIC_KRANZ_ANCHOR_STRENGTH = 3¶

DESIGN_SHEETPILING_LENGTH = 1¶

OVERALL_STABILITY = 4¶

RELIABILITY_ANALYSIS = 5¶

STANDARD = 0¶

VERIFY_SHEETPILING = 2¶

class geolib.models.dsheetpiling.settings.CurveSettings(**data)¶

Parameters:: data (Any)

curve_number: Annotated[int]¶

model_computed_fields: ClassVar[dict[str, ComputedFieldInfo]] = {}¶: A dictionary of computed field names and their corresponding ComputedFieldInfo objects.

model_config: ClassVar[ConfigDict] = {'arbitrary_types_allowed': True, 'extra': 'forbid', 'validate_assignment': True, 'validate_default': True}¶: Configuration for the model, should be a dictionary conforming to [ConfigDict][pydantic.config.ConfigDict].

model_fields: ClassVar[dict[str, FieldInfo]] = {'curve_number': FieldInfo(annotation=int, required=False, default=3, metadata=[Ge(ge=1), Le(le=4)]), 'modulus_reaction_type': FieldInfo(annotation=ModulusReactionType, required=False, default=<ModulusReactionType.SECANT: 1>), 'use_unloading_reloading_curve': FieldInfo(annotation=bool, required=False, default=False)}¶

Metadata about the fields defined on the model, mapping of field names to [FieldInfo][pydantic.fields.FieldInfo].

This replaces Model.__fields__ from Pydantic V1.

modulus_reaction_type: ModulusReactionType¶

use_unloading_reloading_curve: bool¶

class geolib.models.dsheetpiling.settings.DesignType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

CUR = 1¶

EC7BE = 4¶

EC7GENERAL = 2¶

EC7NL = 3¶

REPRESENTATIVE = 0¶

UNKNOWN = 5¶

class geolib.models.dsheetpiling.settings.DistributionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Distribution type for probability analysis

EXPONENTIAL = 4¶

LOG_NORMAL = 3¶

NONE = 0¶

NORMAL = 2¶

UNIFORM = 1¶

class geolib.models.dsheetpiling.settings.EarthPressureCoefficients(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

BRINCHHANSEN = 1¶

MANUAL = 0¶

class geolib.models.dsheetpiling.settings.GrainType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

COARSE = 1¶

FINE = 0¶

class geolib.models.dsheetpiling.settings.HorizontalBehaviorType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

ELASTIC = 2¶

FOUNDATION = 3¶

STIFF = 1¶

class geolib.models.dsheetpiling.settings.LambdaType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

KOTTER = 2¶

MANUAL = 0¶

MULLERBRESLAU = 1¶

class geolib.models.dsheetpiling.settings.LateralEarthPressureMethod(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

The method for input of the lateral earth pressure ratio

C_PHI_DELTA = 1¶

KA_KO_KP = 0¶

MIXED = 2¶

class geolib.models.dsheetpiling.settings.LateralEarthPressureMethodStage(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

The method for input of the lateral earth pressure ratio

C_PHI_DELTA = 2¶

KA_KO_KP = 1¶

static get_stage_type_from_method(method_value)¶

Parameters:: method_value (LateralEarthPressureMethod)

class geolib.models.dsheetpiling.settings.LoadTypeFavourableUnfavourable(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

DSHEETPILING_DETERMINED = 0¶

FAVOURABLE = 1¶

UNFAVOURABLE = 2¶

class geolib.models.dsheetpiling.settings.LoadTypeFavourableUnfavourableMoment(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

FAVOURABLE = 1¶

UNFAVOURABLE = 2¶

class geolib.models.dsheetpiling.settings.LoadTypePermanentVariable(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

PERMANENT = 0¶

VARIABLE = 1¶

class geolib.models.dsheetpiling.settings.ModelType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Represents the model types from D-Sheet Piling using the same integer values used in the application.

The Model type determines the kind of construction: single pile or sheet piling. Note that the model type SHEET_PILING includes sheet piling, wooden sheet piling and diaphragm wall.

SHEET_PILING = 0¶

SINGLE_PILE = 1¶

class geolib.models.dsheetpiling.settings.ModulusReactionType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

The Secant definition is based on the stress-displacement diagram according to CUR 166 of subgrade reaction. This diagram always uses three branches, with intersections at 50, 80 and 100 % of Ka−Kp The slope of the different branches is defined indirectly, via the three secant moduli at the intersection points.

The Tangent (D-SheetPiling Classic) definition is based on a user-defined number of branches (number of curves), with the slope of each branch defined directly by the tangent modulus

SECANT = 1¶

TANGENT = 0¶

class geolib.models.dsheetpiling.settings.ModulusSubgradeReaction(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

MANUAL = 0¶

MENARD = 1¶

class geolib.models.dsheetpiling.settings.PartialFactorCalculationType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

METHODA = 0¶

METHODB = 1¶

class geolib.models.dsheetpiling.settings.PartialFactorSetCUR(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

CLASSI = 0¶

CLASSII = 1¶

CLASSIII = 2¶

SLS = 3¶

UNKNOWN = -1¶

class geolib.models.dsheetpiling.settings.PartialFactorSetEC(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

DA1SET1 = 0¶

DA1SET2 = 1¶

DA2 = 2¶

DA3 = 3¶

class geolib.models.dsheetpiling.settings.PartialFactorSetEC7NADBE(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

RC1SET1 = 0¶

RC1SET2 = 1¶

RC2SET1 = 2¶

RC2SET2 = 3¶

RC3SET1 = 4¶

RC3SET2 = 5¶

class geolib.models.dsheetpiling.settings.PartialFactorSetEC7NADNL(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

RC0 = 0¶

RC1 = 1¶

RC2 = 2¶

RC3 = 3¶

SLS = 4¶

class geolib.models.dsheetpiling.settings.PartialFactorSetVerifyEC(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

DA1 = 0¶

DA2 = 1¶

DA3 = 2¶

class geolib.models.dsheetpiling.settings.PassiveSide(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Class to determine passive side.

DSHEETPILING_DETERMINED = 0¶

LEFT = 1¶

RIGHT = 2¶

class geolib.models.dsheetpiling.settings.RiskClassEC7BE(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

RC1 = 0¶

RC2 = 1¶

RC3 = 2¶

class geolib.models.dsheetpiling.settings.SheetPilingElementMaterialType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Materials settings for sheet pile elements

Combined = 5¶

Concrete = 2¶

Steel = 1¶

Synthetic = 4¶

UserDefined = 0¶

Wood = 3¶

class geolib.models.dsheetpiling.settings.Side(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Defines the two sides of a wall

BOTH = 3¶

LEFT = 1¶

RIGHT = 2¶

class geolib.models.dsheetpiling.settings.SinglePileLoadOptions(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

Load options for the Single Pile

LOADED_BY_CALCULATED_DISPLACEMENTS = 'calculated_displacements'¶

LOADED_BY_FORCES = 'forces'¶

LOADED_BY_USER_DEFINED_DISPLACEMENTS = 'user_defined_displacements'¶

class geolib.models.dsheetpiling.settings.SoilTypeModulusSubgradeReaction(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

CLAY = 3¶

GRAVEL = 0¶

LOAM = 2¶

PEAT = 4¶

SAND = 1¶

class geolib.models.dsheetpiling.settings.VerifyType(value, names=<not given>, *values, module=None, qualname=None, type=None, start=1, boundary=None)¶

CUR = 0¶

EC7BE = 3¶

EC7GENERAL = 1¶

EC7NL = 2¶

UNKNOWN = 4¶

geolib.models.dsheetpiling.settings¶

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