同时，结合其他工程实例，对弹塑性接触有限元算法在碎石土滑坡稳定性分析中的适用性进行研究。
Meanwhile, with other engineering concrete examples, the applicability of contact elastoplastic finite element algorithm used to analyze the debris landslide stability was studied.
试验研究表明巨型滑坡滑带土的大型原位剪切试验对滑坡稳定性分析和工程治理优化具有重要价值。
It shows that in situ experiment is important to the landslide stability analysis and the optimization of landslide engineering treating, especially to the giant landslide.
评述的着重点是稳定性分析技术和滑坡危险性评价。
Much attention is payed to the stability analysis technique and landslide hazard assessment.
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