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基于强度折减法的土质边坡稳定性分析

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基于强度折减理论,探讨在有无孔隙水压力条件下强度折减法对土质边坡稳定性求解的可靠性。运用FLAC30软件内置的强度折减功能对土质边坡稳定性算例进行求解分析,分别在无孔隙水压力和有孔隙水压力两种情况下,采用数值计算的不收敛作为边坡破坏的判据,将使用强度折减法计算的边坡安全系数与使用传统极限平衡法求得的边坡安全系数进行对比。结果表明在以上两种水压力条件作用下,使用强度折减法计算所得的边坡安全系数更便捷,且结果可靠。
Analysis of Earth Slope Stability by Strength Reduction Method
Based on the strength reduction theory,this paper explores the reliability of the strength reduction method for solving the stability of soil slopes in non-pore water pressure and pore water pressure.The software FLAC3D is used to calculate the earth slope stability based on the strength reduction theory.In the case of non-pore water pressure and pore water pressure,the slope stability is analyzed by the strength reduction method.The non convergence of numerical calculation is used as the criterion of slope failure.The calculated safety factor is com-pared with the safety factors calculated by using the limit equilibrium method.The results show that the safety factors of slope calculated by strength reduction method are more convenient and reliable under the above two water pressure.

slope stabilitystrength reduction methodpore water pressuresafety factors

张海满

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中铁上海设计院集团有限公司,上海 200070

边坡稳定性 强度折减法 孔隙水压力 安全系数

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(20)