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。
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。
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