| 十房高速公路官山互通边坡破坏机理与综合治理 |
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| 引用本文： | 邹新忠,彭洲,尹士清,冷胜强.十房高速公路官山互通边坡破坏机理与综合治理[J].路基工程,2013,0(1):168-171. |
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| 作者姓名： | 邹新忠 彭洲 尹士清 冷胜强 |
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| 作者单位： | 1.1湖北省交通规划设计院，武汉 430051 |
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| 摘 要： | 对十房高速公路官山互通匝道边坡滑坡破坏特征及机理进行了分析，并采用简化Bishop法对边坡稳定性进行了定量分析计算。结果表明:此路段边坡处于欠稳定状态，需采取加固措施。采用削坡减载、抗滑挡土墙及排水综合治理，取得了良好效果。
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| 关 键 词： | 滑坡 机理分析 稳定性评价 加固措施 |
| 收稿时间： | 2019-11-08 |
Failure Mechanism and Comprehensive Treatment of the Slope along Guanshan Interchange of Shiyan-Fangshan Highway |
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| Authors: | ZOU Xinzhong PENG Zhou YIN Shiqing LENG Shengqiang |
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| Abstract: | The paper analyzed the failure characteristics and mechanism of the landslide along the ramp of Guanshan interchange on Shiyan-Fangshan highway and，with simplified Bishop method，the quantitative analysis are conducted in connection to the slope stability.The result so calculated shows that this slope is so instable that the corresponding reinforcement measures are required.Thus cutting slope and unloading，anti sliding retaining wall and comprehensive drainage treatment are applied and get good effect. |
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