A Study on the Elasto-plastical Constitutive Equation for Unsaturated Soil
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概要
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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 rigidfoundation 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.
- Faculty of Engineering, Okayama Universityの論文
- 1994-03-15
Faculty of Engineering, Okayama University | 論文
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