Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules
Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules
复制标题
基于关联和非关联流动规则集成的新型土骨架双硬化弹塑性本构模型的提出
DOI：
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发表时间：
2015
期刊：
影响因子：
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通讯作者：
T.
中科院分区：
文献类型：
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作者：
Yamada;S.;and Noda;T.
