Memoirs of the Faculty of Engineering, Okayama University 28巻 2号
1994-03-15 発行
Sun Yao
The Graduate School of Natural Science and Technology
河野 伊一郎
Department of Civil Engineering
In this paper, first, an elasto-plastic consitituve equation for unsaturated soil was developed by considering of the basically behavior of unsaturated soil. Second, the results of a number of triaxial test and a set of rigid
foundation model tests were simulated by using this constitutive equation, the agreement between observed and computed results was satisfactory and confirms the possibilities of this constitutive equation.
