Massive Rock
A model for p-y curves for drilled shafts socketed in massive rock was developed by Liang, Yang, and Nusairat (2009).
The following input parameters are required for the Massive Rock model:
- Uniaxial Compressive Strength
- Geological Strength Index (GSI)
- Intact Rock Constant (mi)
- Intact Rock Modulus (Ei) OR Rock Mass Modulus (Erm)
- Poisson Ratio
p-y curve for Massive Rock
For more information, see the Lateral Analysis Theory Manual.