| 增从高速公路K14滑坡稳定性分析与治理措施 |
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| 引用本文： | 高晖,胡义德.增从高速公路K14滑坡稳定性分析与治理措施[J].路基工程,2015,0(2):191. |
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| 作者姓名： | 高晖 胡义德 |
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| 作者单位： | 中交第二公路勘察设计研究院有限公司, 武汉 430056 |
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| 摘 要： | 在对地质勘察和滑坡监测资料进行综合分析的基础上,将增从高速公路K14滑坡体分解成处于不同滑坡发育阶段的2个分区,结合室内土工试验并采用反演分析方法确定滑面岩土力学参数,进行滑坡加固设计。采用抗滑桩等综合治理措施后,取得了良好的效果。
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| 关 键 词： | 高速公路 滑坡变形特征 成因 稳定性分析 治理措施 |
| 收稿时间： | 2019-11-06 |
Stability Analysis of Landslide K14 along Zengcheng-Conghua Highway and the Control Measures |
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| Authors: | GAO Hui HU Yide |
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| Abstract: | Based on the comprehensive analysis of geological investigation and landslide monitoring data, the landslide K14 along Zengcheng-Conghua Highway was divided into two zones in different stages of landslide development; then by means of indoor soil test and inversion analysis, the geotechnical parameters of slip surface were specified so that the landslide reinforcement was designed. It was controlled effectively after treated by anti-sliding piles. |
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| Keywords: | highway characteristics of landslide deformation cause of formation stability analysis control measures |
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