Dear all,
I want to ask a question about quasi-static analysis of triaxial compression test. Normally, as we can see from Forums that the command mesh/surface/stress/servo can be applied to perform constant confining pressure of wall acting on particles. However, in most triaxial compression test , the quasi-static analysis is of great importance to guarantee the accuracy of the results. My question is: can this mesh/surface/stress/servo command be applied to some quasi-static analysis? Do we need to add some additional codes for such simulations? Any clues or suggestions are warmly welcome!
Zheng