A unified constitutive model for both clay and sand with hardening parameter independent on stress path
By Yang-ping Yao, De’an Sun, H. Matsuoka. 2008
209 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/11ac8070987ede346ab3a3758fd53e6d0ea1831e