土坡稳定极限分析法
Analysis method for the stability limit of soil slopes
以上为机器翻译结果,长、整句建议使用 人工翻译 。
土坡稳定问题的塑性极限分析法与惯用的极限平衡分析法不同的是它考虑了土的应力——应变关系,属土坡稳定分析的新技术。
The plasticity analyses for stability problems is differentiated from the conventional limit equilibrium method by the former in consideration of the soil's stress-strain relationship.
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