The tests were carried out but its just regard to the undrained triaxial test the embankment is 5meters in height and runs accross a flood plane then links the roadway up to a bridge which is crossing a river.
I have carried out the test and my strenghth parameters from the mohr circle diagram...
Need to understand how the results from my test compare with idealised behaviour, the rationalefor my failure envelope and the applicability of laboratory strength parameters in design
