| 高边坡建筑对坡体稳定性的影响分析 |
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| 引用本文： | 郑大鹏,肖盛燮,王子健.高边坡建筑对坡体稳定性的影响分析[J].西部交通科技,2010(9):36-40. |
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| 作者姓名： | 郑大鹏 肖盛燮 王子健 |
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| 作者单位： | 重庆交通大学防灾减灾工程研究所,重庆,400074 |
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| 摘 要： | 文章借助有限元极限分析法,对西南地区常见的修建建筑物的岩质坡体进行稳定性分析,揭示了不同的建筑自重和基础埋深对坡体安全系数的影响程度。
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| 关 键 词： | 高边坡 建筑结构 基础深度 安全系数 |
The Analysis of Effect of High Slope Building on Slope Stability |
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| ZHENG Da-peng,XIAO Sheng-xie,WANG Zi-jian.The Analysis of Effect of High Slope Building on Slope Stability[J].Western China Communication Science & Technology,2010(9):36-40. |
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| Authors: | ZHENG Da-peng XIAO Sheng-xie WANG Zi-jian |
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| Institution: | (Disaster Prevention and Reduction Institute,Chongqing University of Communication,Chongqing,400074) |
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| Abstract: | By means of finite element analysis method,the article performs stability analysis on rock slope in southwest China.It explains the influence of constructions＇ weights and foundations＇ depths on safety index. |
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| Keywords: | High slope Building structure Base depth Safety index |
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