geolib.models.dsheetpiling.calculation_options¶

Classes

`CalculationOptions`(**data)	Base class for all calculation options.
`CalculationOptionsPerStage`(**data)	Calculation options are needed when a verification calculation is performed with method B.
`DesignSheetpilingLengthCalculationOptions`(**data)	Design sheet pile calculation selected in Start Calculation window.
`KranzAnchorStrengthCalculationOptions`(**data)	Kranz anchor strength calculation selected in Start Calculation window.
`OverallStabilityCalculationOptions`(**data)	Overall stability calculation selected in Start Calculation window.
`ReliabilityAnalysisCalculationOptions`(**data)	Reliability analysis calculation selected in Start Calculation window.
`StandardCalculationOptions`(**data)	Standard calculation selected in Start Calculation window.
`VerifyCalculationOptions`(**data)	Verify sheet pile calculation selected in Start Calculation window.

class geolib.models.dsheetpiling.calculation_options.CalculationOptions(**data)¶

Base class for all calculation options.

Parameters:

calc_first_stage_initial – This option determines equal neutral stresses at both sides, for initially non-horizontal surfaces or initial surcharges.
calc_minor_nodes_on – Select either the faster, classic, coarse element determination (False) of active and passive pressures, or the more accurate fine element determination(True).
calc_reduce_deltas – Set on True for reduction of the wall friction angles according to CUR 166 for the calculation of the passive earth pressure coefficients of Culmann method.
input_calculation_type – select the type of calculation that is going to be performed.
data (Any) –

calc_first_stage_initial: bool¶

calc_minor_nodes_on: bool¶

calc_reduce_deltas: bool¶

property calculation_properties: StandardCalculationOptions | DesignSheetpilingLengthCalculationOptions | VerifyCalculationOptions | KranzAnchorStrengthCalculationOptions | OverallStabilityCalculationOptions | ReliabilityAnalysisCalculationOptions¶

input_calculation_type: CalculationType¶

is_vibration_calculation: bool¶

class geolib.models.dsheetpiling.calculation_options.CalculationOptionsPerStage(**data)¶

Calculation options are needed when a verification calculation is performed with method B. The user can specify a different partial factor set for each of the stages. This input is optional when another type of calculation is performed. :param anchor_factor: multiplication factor for the anchor stiffness. :param partial_factor_set: partial factor sets corresponding to different code annexes.

Parameters:: data (Any) –

anchor_factor: float¶

partial_factor_set: Union[PartialFactorSetEC7NADBE, PartialFactorSetCUR, PartialFactorSetEC7NADNL, None]¶

class geolib.models.dsheetpiling.calculation_options.DesignSheetpilingLengthCalculationOptions(**data)¶

Design sheet pile calculation selected in Start Calculation window.

Note that design_pile_length can show up as a different value in the GUI compared to what’s been set in the .shi file.

Parameters:

design_stage – Id of the stage to be checked. This id refers to D-SheetPiling so the first stage in D-SheetPiling has an input of 0.
design_pile_length_from – The starting point of the pile over which the analysis should be performed.
design_pile_length_to – The end point of the pile over which the analysis should be performed
design_pile_length_decrement – the Decrement in length for each analysis step.
design_type – types of design.
design_eurocode_partial_factor_set – Select partial factor set
design_partial_factor_set_ec7_nad_nl – Select partial factor set
design_ec7_nl_method – Select method of calculation according to CUR 166 design procedure
design_partial_factor_set_ec7_nad_be – Select partial factor set
design_ec7_be_method – Select method of calculation according to CUR 166 design procedure
design_partial_factor_set – Select partial factor set
design_cur_method – Select method of calculation according to CUR 166 design procedure
data (Any) –

design_cur_method: PartialFactorCalculationType¶

design_ec7_be_method: PartialFactorCalculationType¶

design_ec7_nl_method: PartialFactorCalculationType¶

design_eurocode_partial_factor_set: PartialFactorSetEC¶

design_partial_factor_set: PartialFactorSetCUR¶

design_partial_factor_set_ec7_nad_be: PartialFactorSetEC7NADBE¶

design_partial_factor_set_ec7_nad_nl: PartialFactorSetEC7NADNL¶

design_pile_length_decrement: ConstrainedFloatValue¶

design_pile_length_from: ConstrainedFloatValue¶

design_pile_length_to: ConstrainedFloatValue¶

design_stage: ConstrainedIntValue¶

design_type: DesignType¶

input_calculation_type: CalculationType¶

class geolib.models.dsheetpiling.calculation_options.KranzAnchorStrengthCalculationOptions(**data)¶

Kranz anchor strength calculation selected in Start Calculation window.

Parameters:

cur_anchor_force_stage – Id of the stage to be checked. This id refers to D-SheetPiling so the first stage in D-SheetPiling has an input of 0.
data (Any) –

cur_anchor_force_stage: ConstrainedIntValue¶

input_calculation_type: CalculationType¶

class geolib.models.dsheetpiling.calculation_options.OverallStabilityCalculationOptions(**data)¶

Overall stability calculation selected in Start Calculation window.

Parameters:

cur_stability_stage – Id of the stage to be checked. This id refers to D-SheetPiling so the first stage in D-SheetPiling has an input of 0.
overall_stability_type – which type of calculation is going to be performed
stability_eurocode_partial_factor_set – partial factor set selected for the EC7 General calculation
stability_ec7_nl_partial_factor_set – partial factor set selected for the EC7 NL calculation
stability_ec7_be_partial_factor_set – partial factor set selected for the EC7 BE calculation
stability_cur_partial_factor_set – partial factor set selected for the CUR calculation
stability_export – Set on True to generate an input file with STI format which can be opened with D-Geo Stability
data (Any) –

cur_stability_stage: ConstrainedIntValue¶

input_calculation_type: CalculationType¶

overall_stability_type: DesignType¶

stability_cur_partial_factor_set: PartialFactorSetCUR¶

stability_ec7_be_partial_factor_set: PartialFactorSetEC7NADBE¶

stability_ec7_nl_partial_factor_set: PartialFactorSetEC7NADNL¶

stability_eurocode_partial_factor_set: PartialFactorSetEC¶

stability_export: bool¶

class geolib.models.dsheetpiling.calculation_options.ReliabilityAnalysisCalculationOptions(**data)¶

Reliability analysis calculation selected in Start Calculation window.

Parameters:: data (Any) –

input_calculation_type: CalculationType¶

class geolib.models.dsheetpiling.calculation_options.StandardCalculationOptions(**data)¶

Standard calculation selected in Start Calculation window.

Parameters:

calc_auto_lambdas_on – When True Automatic leaves the values of the lateral earth pressure ratios that are calculated by the Culmann (c, phi, delta) method as they are.
data (Any) –

calc_auto_lambdas_on: bool¶

input_calculation_type: CalculationType¶

class geolib.models.dsheetpiling.calculation_options.VerifyCalculationOptions(**data)¶

Verify sheet pile calculation selected in Start Calculation window.

Parameters:

verify_type – Select partial factor set
eurocode_partial_factor_set – Select partial factor set
eurocode_overall_stability – Set to True to perform an overall stability calculation using modified values for soil properties (cohesion, friction angle and unit weight) depending on the Design approach chosen for all stages.
ec7_nl_method – Select method of calculation according to CUR 166 design procedure
ec7_nl_overall_partial_factor_set – Select partial factor set
ec7_nl_overall_anchor_factor – multiplication factor for the anchor stiffness
ec7_nad_nl_overall_stability – Set to True to perform an overall stability calculation using modified values for soil properties (cohesion, friction angle and unit weight) depending on the Design approach chosen for all stages.
ec7_be_overall_stability – Set to True to perform an overall stability calculation using modified values for soil properties (cohesion, friction angle and unit weight) depending on the Design approach chosen for all stages.
nb_method – Select method of calculation according to CUR 166 design procedure
cur_method – Select method of calculation according to CUR 166 design procedure
cur_overall_partial_factor_set – Select partial factor set
cur_overall_anchor_factor – multiplication factor for the anchor stiffness
cur_overall_stability – Set to True to perform an overall stability calculation using modified values for soil properties (cohesion, friction angle and unit weight) depending on the Design approach chosen for all stages.
data (Any) –