I´m doing a post construction simulation for a underground pipeline that got out ground. I tried to simulate this situation using a ground of very poor properties, as it is the case, but that didn't work . I am proposing to place anchorages (ballast) for restoring the depth of the pipe. But , there are points where the pipe emerged that the stress exceed the permissible ones.
How I can simulate this situation ?.

It would thank for its commentaries.

jemontero