FEM Analysis for the Rock Slope of Mian-Ning Highway
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摘要: 以勉县—宁强高速公路建设为依托,依据实际工程的地质特征和物理力学参数,建立边坡的有限元模型,使用ANSYS6 1程序进行数值模拟分析,采用强度折减法计算边坡安全系数,对边坡的稳定性给出综合评价Abstract: Based on the constraction of the highway from Mianxian to Ningqiang,the finite element model of slope is set up by geologic character and physical parameter. The factor of safety is caculated by ANSYS 61 program and the method of strength reduction. As a result,the stability of slope is evaluated.
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Key words:
- slope /
- finite element /
- factor of satety
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