| 膨胀土路堑边坡破坏研究 |
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| 引用本文： | 马恒春,靳国礼.膨胀土路堑边坡破坏研究[J].山西建筑,2011,37(31):134-135. |
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| 作者姓名： | 马恒春 靳国礼 |
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| 作者单位： | 大连理工现代工程检测有限公司; |
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| 摘 要： | 从膨胀土路堑边坡的破坏类型和机理出发，论述了膨胀土路堑边坡破坏的原因及处治时应考虑的因素，并对南昆铁路和云南楚大高速公路中出现的路堑边坡破坏问题进行了相关分析，提出了采用柔性支护技术处理膨胀土路堑边坡的思路。
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| 关 键 词： | 膨胀土 破坏类型 破坏机理 刚性支护 柔性支护 |
Failure research on expansive soil cutting slope |
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| MA Heng-chun JIN Guo-li.Failure research on expansive soil cutting slope[J].Shanxi Architecture,2011,37(31):134-135. |
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| Authors: | MA Heng-chun JIN Guo-li |
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| Abstract: | From the failure types and mechanism of expansive soil cutting slope,this paper discussed the failure reasons and treatment factors that should be considered of expansive soil cutting slope.And made relevant analysis on cutting slope failure problems of Nan-Kun railway and Yunnan Chu-Da expressway,proposed the thought of treatment of expansive soil cutting slope using the flexible shoring technology. |
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| Keywords: | expansive soil failure type failure mechanism rigid shoring flexible shoring |
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