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 a continuous Pexcess vs time graph ? Or shall I switch to consolidation for all the phases ?
Dear Shubhadip,
Since you neither mention the outcome nor what you expected, there is not much we can help you with.
With kind regards,
Dennis Waterman