| 滨江公园护岸破坏原因分析 |
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| 引用本文： | 古浩,李月先.滨江公园护岸破坏原因分析[J].水利科技与经济,2005,11(9):528-530. |
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| 作者姓名： | 古浩 李月先 |
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| 作者单位： | 1. 河海大学,水利水电工程学院,南京,210098
2. 南京水利科学研究院,南京,210029 |
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| 摘 要： | 滨江公园护岸在施工过程中发生护岸的沉降及向外位移,危及结构整体稳定和安全。依据现场沉降和位移观测资料,结合边坡稳定分析表明,地基压缩变形和深层滑动是造成护岸沉降和水平位移的根本原因,建议采用抗滑桩进行除险加固。
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| 关 键 词： | 稳定分析 深层滑动 破坏分析 |
| 文章编号： | 1006-7175(2005)09-0528-03 |
| 收稿时间： | 04 21 2005 12:00AM |
| 修稿时间： | 2005年4月21日 |
Failure Analysis of Retaining Wall |
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| GU Hao,LI Yue-xian.Failure Analysis of Retaining Wall[J].Water Conservancy Science and Technology and Economy,2005,11(9):528-530. |
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| Authors: | GU Hao LI Yue-xian |
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| Affiliation: | 1. Hohai University, Nanjing 210098, China; 2. Nanjing Hydraulic Research Institute, Nanjing 210029, China |
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| Abstract: | The stability and safety factor of retaining wall are decreased for its sedimentation and displacement during construction. the in- site sedimentation and displacement data are collected and analysized,and slope stability is analysed in the paper. It is concluded that deep - underground unstability is main reason for its sedimentation and displacement, and anti - sliding piles can be used to prevent unstability of the retaining wall. |
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| Keywords: | stabilization analysis deep - underground unstability failure analysis |
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