Evaluate the ultimate bearing capacity of shallow foundations.Geotechnical
Evaluates the ultimate bearing capacity of shallow foundations. The foundation may be circular, square, or rectangular. The base and the external ground slope may be angled, and the forces and moments imposed on the base may come from any direction. Both drained and undrained conditions are evaluated.
Evaluate a non-linear shear strength envelope for a range of input parametersGeotechnical
Evaluates the non-linear shear strength envelope for a range of input parameters. Output may consist of instantaneous cohesion and friction values or the actual shear strength for a given normal stress. Deterministic and probabilistic modes are supported.
Evaluate the shear strength failure envelope for rough joints in rockGeotechnical
Evaluate the shear strength failure envelope for rough joints in rock. The analysis may be performed in deterministic or probabilistic mode. In probabilistic mode the range of input parameters are generated using simulation techniques to generate a probability density distribution of the output shear strength.