| 基于强度折减法的高烈度地震区边坡稳定性分析 |
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| 引用本文： | 史石荣,陈林杰,余超. 基于强度折减法的高烈度地震区边坡稳定性分析[J]. 重庆交通大学学报(自然科学版), 2011, 30(2): 273-276 |
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| 作者姓名： | 史石荣 陈林杰 余超 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆,400074 |
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| 摘 要： | 将边坡安全稳定系数作为岩土体参数的折减系数对岩土体参数进行折减,采用有限元软件ANSYS进行动力分析,求得地震作用过程中边坡稳定性系数;通过边坡断面横向加速度位移时程曲线研究了高边坡的动力特性;结合工程算例,分析了高边坡在地震条件下的失稳破坏机理,验证了强度折减动力分析法的可行性.研究表明:强度折减动力分析法能直接评价...
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| 关 键 词： | 有限元强度折减法 动力分析 边坡稳定性 破坏机理 |
Slope Stability Analysis in High-intensity Earthquake Zone by Strength Reduction Method |
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| SHI Shi-rong,CHEN Lin-jie,YU Chao. Slope Stability Analysis in High-intensity Earthquake Zone by Strength Reduction Method[J]. Journal of Chongqing Jiaotong University, 2011, 30(2): 273-276 |
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| Authors: | SHI Shi-rong CHEN Lin-jie YU Chao |
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| Affiliation: | SHI Shi-rong,CHEN Lin-jie,YU Chao(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing,400074) |
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| Abstract: | Through strength reduction of rock and soil parameters,the seismic slope stability factor during the process of earthquake was obtained by finite element software ANSYS.The dynamic characteristics of high slope was studied after analysis of lateral acceleration versus time of cross section.With examples of slope in high-intensity earthquake zone,the slope failure mechanism under the earthquake was analyzed;feasibility of the strength reduction dynamic analysis was validated.The study indicated that strength... |
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| Keywords: | finite element method strength reduction dynamic analysis slope stability failure mechanism |
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