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 test results show that the proposed model can well describe the strength-strain-volume change relations of sands at a given disturbed state.
试验验证表明：考虑扰动影响的弹塑性模型可以很好预测相应扰动状态下的砂土应力—应变—体变关系。
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