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强度折减法在地震区的边坡稳定性分析与研究
Slope stability analysis and research with strength reduction method in seismic area
【摘要】 将边坡的安全稳定系数作为岩土体参数折减系数对岩土体参数进行折减,采用有限元软件ANSYS进行了三维动力分析,求得地震作用过程中边坡稳定性系数,通过边坡深部及坡面的横向加速度和位移时程曲线研究了高边坡的动力特性,从而为合理选择支挡结构奠定了理论基础。
【Abstract】 It takes the slope security stability coefficient as the reduction coefficient of soil-rock parameter,reduces the soil-rock parameter,carries on three-dimensional dynamic analysis by applying finite element software ANSYS,achieves the slope stability coefficient in seismic,studies the high slope dynamic features with horizontal acceleration speed and displacement time-interval curve in the depth of and surface of the slope.Thus,it has laid theoretical base for rationally selecting support structure.
【关键词】 强度折减动力分析法;
动力特性;
稳定性系数;
【Key words】 strength reduction dynamic analysis method; dynamic features; stability coefficient;
【Key words】 strength reduction dynamic analysis method; dynamic features; stability coefficient;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2011年20期
- 【分类号】TU43
- 【被引频次】2
- 【下载频次】53