Hongwei
Geotechnical
- Jun 6, 2006
- 2
As we know, we set the parameters Ko in abaqus to control the initial stress condition(horizontal stress and vertical stress). my problem is whatever Ko values you use. when you get the inital condition stress ditribution, i mean check the distribution of vertical stress and horizontal stress, the ratio always gives me unity (horizontal stress/ vertical stress=1). does any one else meet this sorts of problems. if you did, please give me some tips. Thanks a lot.
Thanks.
Hongwei
Thanks.
Hongwei