Soil Layer [PIG]
The Soil Layer definition is used to specify the characteristics of the soil. Various models are available in OpenBrIM.
Regarding soil models, note that when a soil model is selected, only the necessary parameters for that model are displayed to the engineer.
General:
Soil Type[Cohesionless/Cohesive/Rock]: Specify the soil type. Avaliable Soil Models are filtered according to the Soil Type.
Unit Weight: Specify the unit weight of the soil.
Top of Layer Elevation: This parameter specifies the global elevation of top layer of the soil.
Bottom of Layer Elevation: This parameter specifies the global elevation of bottom layer of the soil.
Lateral:
Model: Specify the appropriate model according to the definition of the soil material.
These are the currently avaliable lateral soil models in the OpenBrIM:
Sand (Reese)
Sand (API)
Liquefied Sand (Rollins)
Soft Clay (Matlock)
Stiff Clay without Free Water (Welch and Reese)
Stiff Clay with Free Water (Reese)
Weak Rock
Strong Rock (Turner)
Limestone (McVay)
Custom P-Y
For theoretical details about the models, refer to Lateral Soil Models.
Axial:
Model: Specify the appropriate model according to the definition of the soil material.
These are the currently avaliable axial soil models in the OpenBrIM:
Driven Pile (McVay)
Drilled Shaft Sand (Reese and O’Neill)
Drilled Shaft Clay (Reese and O’Neill)
Custom T-Z
For theoretical details about the models, refer to Axial TZ Soil Models.
Tip:
Model: Specify the appropriate model according to the definition of the soil material.
These are the currently avaliable tip soil models in the OpenBrIM:
Driven Pile (McVay)
Drilled Shaft Sand (Reese and O’Neill)
Drilled Shaft Clay (Reese and O’Neill)
Custom Q-Z
For theoretical details about the models, Axial QZ Soil Models.
Torsional:
Model: Specify the appropriate model according to the definition of the soil material.
These are the currently avaliable torsional soil models in the OpenBrIM:
Hyperbolic Curve
Custom T-θ
For theoretical details about the models, Torsional Soil Models.
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