The problem is concerned with staged construction of embankment. While trying to plot excess PWP vs time, the results are not matching the expected outcome. Is it because of the alternate plastic/consolidation calculation type? If so, how can I produce…

in computing back analysis of failure case, the validation in this model was SF less than 1. when I decreased the GSI (because the method material was Hoek-Brown), it resulted in the error code 101 in plastic computation. How could I validate the site…

As can be seen in the drawing, there is drained clay sandwiched between drained sand layers. When I am doing the plastic calculation, I am getting 0 excess pore water pressure in sand, but not in the drained clay layer soil. What can be the reason for…