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强度折减法与极限平衡法对比分析——以安康市一边坡为例 被引量:1

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摘要 本文通过ABAQUS6.10有限元分析软件,以安康市一边坡治理工程为例,采用有限元强度折减法,求解该边坡稳定性系数,并与极限平衡法进行对比分析。结果表明:边坡在天然工况下,采用有限元强度折减法计算的稳定系数为Fs=1.25~1.59,边坡稳定;采用极限平衡法计算的稳定系数为Fs=1.239~1.578,边坡稳定。
出处 《科技视界》 2015年第4期5-6,共2页 Science & Technology Vision
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参考文献9

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二级参考文献25

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