A simplified coupling analysis method for elastoplastic consolidation problem of clay under different stress paths is presented.

提出多路径条件下黏土的弹塑性固结问题的简化耦合分析方法。

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Based on rock engineering system (RES) theory, a full coupling analysis method and optimization design idea for the stability problem of underground roadway engineering are put forward.

针对地下巷道工程稳定性问题，基于岩石工程系统(RES)理论，提出了全耦合分析法及优化设计思想。

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This article introduces the coupling analysis method of geometric non-linearity and material non-linearity in order to do the non-linearity analysis for outside pre-stressed testing beam.

引入几何非线性与材料非线性耦合分析方法，对体外预应力试验梁进行非线性分析。

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