| 换填法处理软基的迎水面加固堤防稳定性分析 |
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| 引用本文： | 周英雄,刘小文. 换填法处理软基的迎水面加固堤防稳定性分析[J]. 山西建筑, 2012, 0(24): 245-246 |
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| 作者姓名： | 周英雄 刘小文 |
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| 作者单位： | 江西省河道湖泊管理局;南昌大学建筑工程学院 |
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| 摘 要： | 针对某迎水面剖面加固堤防工程,采用极限平衡法,分析了软基处理前后临水坡在施工期及运行期的稳定性,结果表明该断面稳定性满足规范要求,软基处理加固方法可行。
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| 关 键 词： | 换填法 剖面加固堤防 稳定性 |
Stability analysis of reinforced embankment in water attaining surface based on replacement method to deal with the soft ground |
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| ZHOU Ying-xiong,LIU Xiao-wen. Stability analysis of reinforced embankment in water attaining surface based on replacement method to deal with the soft ground[J]. Shanxi Architecture, 2012, 0(24): 245-246 |
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| Authors: | ZHOU Ying-xiong LIU Xiao-wen |
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| Affiliation: | 1.Jiangxi Province Canal and Lake Administration Bureau,Nanchang 330009,China; 2.College of Civil Engineering,Nanchang University,Nanchang 330031,China) |
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| Abstract: | For a reinforced embankment project in water attaining surface,using the limit equilibrium method,slope stability of water attaining surface during the construction and operation period is explored on soft foundation treatment before and after,the results show that the stability of the section meet the regulatory requirements,soft foundation treatment reinforcement method is feasible. |
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| Keywords: | replacement method section reinforced embankment stability |
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