EK309
For dry, granular, noncohesive materials, the assumed linear pressure diagram is fairly satisfactory; cohesive soils or saturated sands behave in a different, nonlinear manner. Therefore, it is very common to […]
EK15
The equilibrium of the nonlinear model is achieved when the force imbalance is zero or sufficiently small. This equilibrium is obtained by an iterative procedure that consists of steps at […]