| 宜昌市东山运河堤外坡稳定性分析及其治理 |
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| 引用本文： | 肖诗荣,刘德富,田东方,胡志宇.宜昌市东山运河堤外坡稳定性分析及其治理[J].三峡大学学报(自然科学版),2005,27(6):498-500. |
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| 作者姓名： | 肖诗荣 刘德富 田东方 胡志宇 |
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| 作者单位： | 三峡大学,环境与地质工程研究所,湖北,宜昌,443002 |
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| 摘 要： | 宜昌市东山运河堤外坡沿途多处有河水渗漏、坡体变形严重的现象，研究其稳定性及其工程治理措施，对确保运河沿岸城市建筑安全有重要意义．采用刚体极限平衡法和有限单元元法分析和评价了三江化学动力有限公司科研中心所在运河段堤外坡的稳定性，计算分析表明，局部边坡段在各种工况下整体稳定性均不能满足规范要求，并提出了相应的治理措施．
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| 关 键 词： | 刚体极限平衡法 有限单元法 边坡稳定性 边坡治理 |
| 文章编号： | 1672-948X(2005)06-0498-03 |
| 修稿时间： | 2005年8月31日 |
Stability Evaluation and Treatment for Outer-Bank Slope of Dongshan Canal in Yichang City |
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| Xiao Shirong,Liu Defu,Tian Dongfang,Hu Zhiyu.Stability Evaluation and Treatment for Outer-Bank Slope of Dongshan Canal in Yichang City[J].Journal of China Three Gorges University(Natural Sciences),2005,27(6):498-500. |
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| Authors: | Xiao Shirong Liu Defu Tian Dongfang Hu Zhiyu |
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| Abstract: | There are many seepase and deformation phenomena at the outer-bank slope of Dongshan Canal in Yichang City.So it is very important to evaluate the slope stability and to reinforce it so as to protect the city buildings along the canal from seepage.By using rigid limiting equilibrium method and finite element method,the bank slope stability has been analyzed and evaluated.The results show that the part of the slopes is unstable and some proper treatments are required. |
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| Keywords: | rigid limiting equilibrium method finite element method slope stability slope treatment |
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