Hi all, I wanted to share these results to show that the use of the hypo clay model does in fact give more realistic undrained stress paths for clays on […]
Hi David, I am trying to reproduce some Triaxial data from Coop et al. (1995) using the Hypoplastic Model with Intergranular Strain Concept on Triax. So far, I cannot get […]
Is the Sanisand constitutive model 3 dimensional? Could it be used for dry sand cases using C4D8 elements? (drained sand) Is it possible to apply it in a dynamic implicit […]
Hi altruists, Hope all of you are doing well. I am looking for literature on the NorSand model, which considers the drained cyclic triaxial testing behavior. I have found a […]
Hello everyone, I have just a general question how people approach the problem of spurious oscillations generated in dynamic analysis when using nonlinear soil constitutive models. I understand sometimes numerical […]
Hi everyone, this is my first post in this forum. I am collecting initial data on the most appropriate soil model for the analysis of a multitiered MSE wall. I […]
I am trying to write the umat for the hardening soil model now, if you have some references, can you send to me? Thanks a lot. My E-mail is tangyang.520@163.com
I am also trying to write the umat for the hardening soil model now, if you have some references, can you send to me? Thanks a lot. E-mail: cxzhang@smail.nju.edu.cn
no, not standard
I am trying to write the umat for the hardening soil model now, if you have some references, can you send to me? Thanks a lot. My E-mail is tangyang.520@163.com
Could you do it?, If you did it, please help us.
Here is my email: essamkasseeb@gmail.com
I am also trying to write the umat for the hardening soil model now, if you have some references, can you send to me? Thanks a lot. E-mail: cxzhang@smail.nju.edu.cn
a drucker-prager model+cap is similar to using an hardening soil model?