J Hopman

Dear Jessy, The choice of m is not related to how soft the clay is but to the granulary content of the soil. Granular materials like sand tend to have values of about m=0.5 and non-granular materials like clay have values around m=0.9. And mixtures…

Dear J Hopman, Using m = 1 with a friction angle of 20 degrees is indeed fine for soft clays....the problem is in the ratio between E50/Eoed as the HS model doesn't like this ratio to be higer than approximately 2. Depending on the other parameters…

Dear Aryan, I have already responded to you via the Service request but it is nice to share this information. For the safety factors, you can use either Input or Output program. I will give you both options below: Input: echo Phase_7.Reached.SumMsf…