geolib.soils.layers

Profile and Layer classes which are used by both D-Foundations and DSheetPiling. D-Foundations often requires more parameters, which are unused for DSheetPiling.

Classes

CPT(**data)	Internal Placeholder CPT measurements as used in D-Foundations/D-Sheetpiling.
CPTRule(**data)	Placeholder class for CPT interpretation options.
Profile(**data)	D-Foundations Profile.
ProfileLayer(**data)	Layer in a Profile.

class geolib.soils.layers.CPT(**data)

Internal Placeholder CPT measurements as used in D-Foundations/D-Sheetpiling.

It is here because input files can contain CPTs coupled to a Profile.

Todo

Add Friction and other parameters?

Parameters:

data (Any) –

qc: List[float]

z: List[float]

class geolib.soils.layers.CPTRule(**data)

Placeholder class for CPT interpretation options.

Parameters:

data (Any) –

class geolib.soils.layers.Profile(**data)

D-Foundations Profile.

Todo

• Determine extra fields related to Excavations

Parameters:

data (Any) –

bottom_positive_skin_friction: float

cpt: CPT

cpt_rule: CPTRule

expected_ground_level_settlement: float

label: str

layers: List[ProfileLayer]

min_layer_thickness: float

overconsolidation_ratio: float

phreatic_level: float

pile_tip_level: float

top_positive_skin_friction: float

class geolib.soils.layers.ProfileLayer(**data)

Layer in a Profile. Note that we add the vertical location of the layer with a Point class.

Todo

• Will the ocr be added to the Soil class?

• Decouple pore_pressures into special Class/Line

Parameters:

data (Any) –

material: Soil

ocr: float

pore_pressure_bottom: float

pore_pressure_top: float

reduction_cone_resistance: float

top: Point