Correlations
Overview
The primary references for the correlation was Mayne (2007) and Lunne et al. (1997). Many of the correlations listed in this section use constants within a formula. Users can set the constants in the following tables. The tables are listed in order of priority.
- CPT_POINT_MATERIAL_PROPERTIES (split screen child of CPT_POINT_CORRELATION_PARAMETERS)
- CPT_POINT_PARAMETERS or CPT_POINT_CORRELATION_PARAMETERS
- CPT_PROJECT_CORRELATION_PARAMETERS or CPT_PROJECT_PARAMETERS
For example, if the Relative_Density_1_C0 field on CPT_POINT_ CORRELATION_PARAMETERS has a value it will be used in preference to the value, if any, on the CPT_PROJECT_CORRELATION_PARAMETERS table.The fields in the CPT_POINT_MATERIAL_PROPERTIES table allow the constants to be defined for depth ranges for a particular PointID. A top and bottom depth must be specified when using the CPT_POINT_MATERIAL_PROPERTIES table, and the depth ranges must not overlap.
On child pages
- Angle of Friction
- Coefficient of Lateral Earth Pressure
- Coefficient of Volume Change
- Compression Index
- Constrained Modulus
- Effective Cohesion
- Hydraulic Conductivity
- Preconsolidation Stress and Overconsolidation Ratio
- Relative Density and Relative Density Term
- Rigidity Index
- Sensitivity
- Shear Wave Velocity
- Small-Strain Shear Modulus
- Soil Behaviour Type Index
- SPT Average N60 Value
- SPT N60 Value
- Undrained Shear Strength and Consistency Term
- Unit Weight
- Young's Modulus