| 三官堂土堤滑坡机理分析及处理 |
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| 引用本文： | 柯元顺,马万忠. 三官堂土堤滑坡机理分析及处理[J]. 浙江水利水电专科学校学报, 2005, 17(1): 9-12 |
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| 作者姓名： | 柯元顺 马万忠 |
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| 作者单位： | 1. 永宁江二期工程指挥部,浙江,黄岩,317400
2. 浙江省疏浚工程有限公司,浙江,黄岩,317400 |
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| 摘 要： | 三官堂土堤滑坡后进行了认真的机理分析,找出了最危险的圆弧滑动面, 采用抛石挤淤方法处理成功,为同类工程提供了借鉴经验.
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| 关 键 词： | 滑坡 机理分析 抛石挤淤 |
| 文章编号： | 1008-536X(2005)01-0009-04 |
Mechanism Analysis and Treatment of Landslide of Sanguantang Earth Dike |
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| KE Yuan-shun,MA Wan-zhong. Mechanism Analysis and Treatment of Landslide of Sanguantang Earth Dike[J]. Journal of Zhejiang Water Conservancy and Hydropower College, 2005, 17(1): 9-12 |
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| Authors: | KE Yuan-shun MA Wan-zhong |
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| Abstract: | By the analysis of the mechanism of the landslide of Sanguantang earth dike,the critical slide face is found.The enrockment is used to extrude the silt,and the side body is treated successfully and this provid experience for same kind engineering. |
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| Keywords: | landslide mechanism analysis enrockment and extrusion of the silt |
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