岩石工程的扰动状态本构模型研究 13 扰动状态概念的研究现状 扰动状态概念（Disturbed State Concept）是由美国C．S．Desai教授于1974 年提出的，基本思想来源于Desai教授当年为解决边坡稳定性问题时为超固结地质 材料提出的模型。
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引用钱德拉·德赛(Chandra S．Desai)提出的扰动状态概念(disturbed state concept，DSC)对土体损伤破坏加以分析，并通过工程实例中强夯前后湿陷性黄土的干重度γd、孔隙比e、压缩系数α、压缩模...
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Disturbed State Concept theory 扰动状态理论
disturbed state concept model 扰动态概念模型
disturbed state concept dsc 扰动状态概念
the disturbed state concept 扰动状态概念
The paper performs meso analysis of disturbed state concept theory(DSC) which based on hardening model.
对基于硬化模型建立的扰动状态理论（DSC）做细观分析。
Meso analysis on disturbed state concept theory(DSC) based on hardening model was performed. The logical rationality of problem-solving steps of DSC was further proved.
对基于硬化模型建立的扰动状态理论（DSC）做出细观分析，进一步证明其解决问题的逻辑合理性。
The disturbed state concept (DSC) is based on the idea that a deforming material element can be treated as a mixture of two reference states: relative intact (RI) state and fully adjusted (FA) state.
扰动状态概念（DSC）将土体视为两种参考状态：“相对完整”（RI）状态和“完全调整”（FA）状态的混合体。
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