Thus through the back calculation method, they are confirmed and slop stability is parasailed by applying critical damage variable quantity. Basing on Simplified Bishop Method, the laterite slop is drawn.
因而,可以运用反演算法,针对传统的极限平衡状态反算出对应的临界含水率和临界损伤变量,再利用临界损伤变量来评价边坡的稳定性。
参考来源 - 红土型边坡稳定性的损伤分析法研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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