| 某深厚淤泥质粘土基坑失稳后的处理设计 |
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| 引用本文： | 吴文,彭小福. 某深厚淤泥质粘土基坑失稳后的处理设计[J]. 土工基础, 1999, 13(1): 23-27 |
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| 作者姓名： | 吴文 彭小福 |
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| 作者单位： | 中国科学院武汉岩土力学研究所!武汉430071(吴文，徐松林，吕福庆)，湖北中太集团有限公司!武汉430022(彭小福) |
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| 摘 要： | 本文分析了武汉市某工程深厚淤泥质粘土基坑边坡失稳的原因。根据该基坑的特点，对后处理设计提出了基坑周边维护与基坑内淤泥质粘土加固相结合的新的设计思想。基坑开挖监测结果表明，后处理设计是有效的。新的设计思想可作为同类具有深厚淤泥质粘土基坑设计的参考。
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| 关 键 词： | 深基坑 失稳 设计 |
Treatment Design for a Failed Foundation Pit in Thick Mucky Clay |
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| Wu Wen,Xu Songlin,Lu Fuqing,Peng Xiaofu. Treatment Design for a Failed Foundation Pit in Thick Mucky Clay[J]. Soie Engineering and Foundation, 1999, 13(1): 23-27 |
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| Authors: | Wu Wen Xu Songlin Lu Fuqing Peng Xiaofu |
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| Abstract: | In this paper,causes of failure of a foundation pit slope in thick mucky clay in Wuhan are analyzed. According to the characteristics of the pit,a new consideration which takes the interest of post treatment of slope stability and of mucky clay reinforcement has been proposed. It is verified by monitoring data that the treatment is effective. |
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| Keywords: | foundation pit slope protection mucky clay |
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