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Rock slope stability analysis based on FLAC~(3D) numerical simulation

机译:基于FLAC〜(3D)数值模拟的摇滚稳定性分析

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The rocky slope instability has brought great danger to human activity, and often causes economic losses, property damage and casualties, also can cause huge overhead expenses. Rock slope stability analysis must understand the geological conditions as the foundation, be under the analysis to effects of geological factors of rock slope stability, be under the premise of analysis to the engineering geological factors and then make evaluation, this is the best method of analysis and evaluation of stability of rock slope effective. This paper utilizes quick Lagrange difference analysis (FLAC~(3D)) to Zhu Jiadeng landslide in Chongqing, the numerical simulations are to determine the landslide static stability, and provide the basis for management.
机译:岩石边坡不稳定为人类活动带来了极大的危险,往往会导致经济损失,财产损失和伤亡,也会导致巨大的支架费用。摇滚稳定性分析必须了解地质条件作为基础,在分析岩石边坡稳定性的地质因素的影响下,是在分析工程地质因素的前提下,然后进行评估,这是评价的最佳分析方法岩石边坡稳定性评价。本文利用快速拉格朗日差异分析(FLAC〜(3D))到重庆朱家登滑坡,数值模拟是确定滑坡静态稳定性,并为管理层提供依据。

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