User Defined Section
The following input parameters are required for a User Defined Section:
- Perimeter - used for Axial analyses only
- Equivalent Diameter - used for Lateral analyses only
- Area
- Moment of Inertia, Iy
- Moment of Inertia, Iz
Search RSPile User Guide
-
- Soil Properties
-
- Elastic
- Soft Clay Soil
- Submerged Stiff Clay
- Dry Stiff Clay
- Sand
- Weak Rock
- User-Defined
- API Method for Sand
- Loess Soil
- Liquefied Sand
- Piedmont Residual Soils
- Strong Rock (Vuggy Limestone)
- Modified Stiff Clay without Free Water
- Silt (Cemented C-Phi Soil)
- Soft Clay with User-Defined J
- Hybrid Liquefied Sand
- Massive Rock
- LPILE Import
-
- Soil Properties
-
- Elastic
- Soft Clay Soil
- Submerged Stiff Clay
- Dry Stiff Clay
- Sand
- Weak Rock
- User-Defined
- API Method for Sand
- Loess Soil
- Liquefied Sand
- Piedmont Residual Soils
- Strong Rock (Vuggy Limestone)
- Modified Stiff Clay without Free Water
- Silt (Cemented C-Phi Soil)
- Soft Clay with User-Defined J
- Hybrid Liquefied Sand
- Massive Rock
- LPILE Import