对岩石的扰动状态概念模型进行了具体的研究。
介绍利用扰动状态概念进行的有限元数值模拟方法。
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 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.
研究成果表明：扰动状态概念为工程材料提供了一种统一的本构模拟方法，它包括其他早先的连续介质和损伤模型体系，并把它们作为特例。
The research results show that the DSC can develop unified constitutive models for engineering materials, which include, hierarchically, other previous continuum and damage models as special cases.
研究成果表明：扰动状态概念为工程材料提供了一种统一的本构模拟方法，它包括其他早先的连续介质和损伤模型体系，并把它们作为特例。
The research results show that the DSC can develop unified constitutive models for engineering materials, which include, hierarchically, other previous continuum and damage models as special cases.
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