It has been found that the experimental results on frictional and cohesive materials such as cemented sands and unsaturated soils obtained under constant mean e!ective principal stress ( "const.) in threedimensional (3D) stress can be consistently arranged on the concept of the Extended Spatially Mo
✦ LIBER ✦
A variational principle of elastoplasticity and its application to the modeling of frictional materials
✍ Scribed by K. Krabbenhøft
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 377 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0020-7683
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