此外，对于基坑开挖采用总应力法分析时，应按卸载总应力强度指标计算。
Furthermore, the unloading shear strength parameters should be applied when using total stress method to analyse excavation problems.
用强度折减有限元方法对开挖边坡的稳定性进行了较为全面的研究。
An elastoplastic shear strength reduction FEM is used to analyze the stability of excavation slope.
在拥挤的城市里，基坑开挖设计已逐步由强度控制转向变形控制。
The design of excavation controlled by strength has switched to the one controlled by deformation step by step in crowded cities.
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