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边坡滑动面的数值模拟分析

Numerical Simulation Of Slope Sliding Surface

中文摘要英文摘要

边坡稳定性分析主要是确定滑动面和安全系数,而确定最危险滑动面的理论计算方法(解析法)比较复杂,确定出来的最危险滑动面也是按照近似的方法得到的近似曲面,尤其是当地质条件复杂时,要得到精确的滑动面曲面较难。利用有限元强度折减方法通过计算机软件对这种大型的计算工作进行处理,可以节省时间提高精确度。边坡的数值模拟分析,可以通过两种方法得到最危险滑动面:一是通过求得各种土体的最大拉应力节点,然后通过对这些点的拟合得到最危险滑动面;二是通过求得各种土体的最大剪应力节点,通过拟合这些点得到最危险滑动面。通过模拟发现两种方法得到的最危险滑动面接近,符合边坡理论的结果。数值模拟方法的结果能更准确的求得边坡的最危险滑动面,不须提前假定滑动面,对边坡开挖和支护以及支护形式的选择有重要的理论指导意义。

It is most important to decide sliding surface and safety factor when analyzing stability of slope,then it is complicated to decide sliding surface with theoretical calculation.Sliding surface is approximate surface using approximation.In particular,in complex geological conditions,it is more difficult to decide curved sliding surface. Using finite element method to process,it saves time and improves accuracy.Numerical simulation of slope be decided sliding surface which can adopt two methods:first,decide the largest tensile tress node of various soil,then fit the nodes to decide sliding surface;second,decide the largest shear tress node of various soil,then fit the nodes to decide sliding surface.By simulating,find that two sliding surfaces are approximative which consistent with the theory of slope.Numerical simulation method can more accurate to decide sliding surface of slope,and do not support sliding surface of slope.Numerical simulation has important significance of theoretical guidance to excavatr slope and to decide support forms.

金俐伶、常亮、张彬、王喜刚

水利工程基础科学水工勘测、水工设计工程基础科学

边坡滑动面拉应力剪应力数值模拟

Sliding surface of Slopeensile StressShear StressNumerical Simulation

金俐伶,常亮,张彬,王喜刚.边坡滑动面的数值模拟分析[EB/OL].(2009-05-04)[2025-06-19].http://www.paper.edu.cn/releasepaper/content/200905-18.点此复制

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