| 基于GeoStudio软件的边坡稳定分析 |
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| 引用本文： | 徐凯,王赟,周桂云,顾荣蓉. 基于GeoStudio软件的边坡稳定分析[J]. 山西建筑, 2014, 0(25): 108-109 |
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| 作者姓名： | 徐凯 王赟 周桂云 顾荣蓉 |
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| 作者单位： | 金陵科技学院建筑工程学院 |
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| 摘 要： | 在分析刚体极限平衡法理论的基础上,基于GeoStudio软件采用三种简化方法搜索了滑动面、计算了稳定安全系数并对各条块受力作了分析,结果表明:瑞典法计算得到的安全系数有较大的误差;而Spencer法和Morgenstern-Price法计算得到的安全系数相对准确。
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| 关 键 词： | 边坡稳定 刚体极限平衡法 GeoStudio软件 |
Analysis on slope stability on the basis of GeoStudio software |
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| XU Kai,WANG Yun,ZHOU Gui-yun,GU Rong-rong. Analysis on slope stability on the basis of GeoStudio software[J]. Shanxi Architecture, 2014, 0(25): 108-109 |
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| Authors: | XU Kai WANG Yun ZHOU Gui-yun GU Rong-rong |
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| Affiliation: | ( College of Building Engineering, Jinling College of Science and Technology, Nanjing 211169, China) |
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| Abstract: | On the basis of analyzing rigid limit equilibrium method theory,based on the GeoStudio software,the paper searches three simplified active surface,calculates stability safety coefficient,and analyzes their stress. Results show that：the safety coefficient with Swedes method has bigger error,while the safety coefficient with Spencer method and Morgenstern-Price method is relatively accurate. |
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| Keywords: | slope stability rigid limit equilibrium method GeoStudio software |
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