Apr 16, 2018 #1 Majid_F93 Geotechnical Feb 2, 2018 27 0 0 IR Hi everyone I am using mohr-coulomb plasticity in my model. In this plasticity model , PEEQ defiend as a formula in below picture. I cant understanding that. Can anybody explain it for me?
Hi everyone I am using mohr-coulomb plasticity in my model. In this plasticity model , PEEQ defiend as a formula in below picture. I cant understanding that. Can anybody explain it for me?