岩石边坡抗滑稳定性有限元分析
FEM Simulation on Anti-Slide Stability of Rock Slop
本文采用四种不同的本构模型对笔架山做了边坡稳定性分析。计算结果表明，Mohr-Coulomb模型和扩展的Drucker-Prager模型计算得到的安全系数相差不大，均在1.5左右；双曲线Drucker-Prager模型和Mohr-Coulomb模型的计算结果最为接近。根据国家标准《建筑边坡工程技术规范》（GB50330-2002）的安全等级划分，该边坡为一级边坡。
his article uses four different constitutive model for analysing slope stability of Bijia Mountain.Calculations show that the safety factor coming from the extensional Drucker-Prager Model differs little to that from Mohr-Coulomb Model,it's about 1.5,The result from Drucker-Prager Model is close to the later one in the best.According to national standards "Construction Side slope Engineering technology Standard" (GB50330-2002) security rating division, this side slope is first-level side slope.
梁金泉、李守巨
地质学
.有限元强度折减法安全系数边坡稳定性分析
finite-element strength reduction methodsafety factorslope stability analysis
梁金泉,李守巨.岩石边坡抗滑稳定性有限元分析[EB/OL].(2014-05-06)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/201405-75.点此复制
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