Extended critical state model for cohesive clay with initial induced anisotropy
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概要
- 論文の詳細を見る
In order to evaluate the stress-strain behaviour of isotropically and/or anisotropically consolidated cohesive clay, two different types of isotropic hardening critical state models and an anisotropic hardening critical state model were developed based on the critical state concept and the new assumptions of the internal work dissipated per unit volume of soils. The model proposed is based on the associated flow rule, in which a set of yield function and hardening modulus are contained. It was shown that the models had the possibility to be able to reasonably represent the cohesive and anisotropic properties in stress-strain curves for normally consolidated clay.
- 山口大学の論文
著者
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Murata Hidekazu
Department Of Civil Engineering
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YASUFUKU Noriyuki
Department of Civil Engineering
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SUGIYAMA Motohiro
Department of Civil engineering
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HYODO Masayuki
Department of Civil Engineering
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Yasufuku N
Kyushu Univ.
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Yasufuku Noriyuki
Department Of Construction Engineering
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Yasufuku Noriyuki
Department Of Civil And Structural Engineering Graduate School Of Engineering Kyushu University
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Murata H
Department Of Civil Engineering
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