Modelling large deformation problems in unsaturated soils
نویسندگان
چکیده
منابع مشابه
Modelling plasticity of unsaturated soils in a thermodynamically consistent framework
Constitutive equations of unsaturated soils are often derived in a thermodynamically consistent framework through the use a unique ’effective’ interstitial pressure. This later is naturally chosen as the space averaged interstitial pressure. However, experimental observations have revealed that two stress state variables were needed to describe the stressstrain-strength behaviour of unsaturated...
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متن کاملA ComputerProgram for Modeling Large Deformation Nonlinear and Transient problems in Geotechnical Engineering
CA2 (Continuum Analysis, 2- dimensional) is a computer program developed by the author. CA2 can solve a variety of complex geotechnical problems using explicit finite difference method. In this paper, an introduction will be given to the theoretical and numerical basis of the program and the capability of the code will be shown by solving a few interesting nonlinear and transient problems. Fina...
متن کاملA ComputerProgram for Modeling Large Deformation Nonlinear and Transient problems in Geotechnical Engineering
CA2 (Continuum Analysis, 2- dimensional) is a computer program developed by the author. CA2 can solve a variety of complex geotechnical problems using explicit finite difference method. In this paper, an introduction will be given to the theoretical and numerical basis of the program and the capability of the code will be shown by solving a few interesting nonlinear and transient problems. Fina...
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ژورنال
عنوان ژورنال: E3S Web of Conferences
سال: 2016
ISSN: 2267-1242
DOI: 10.1051/e3sconf/20160908019