| 梅河高速公路程华段高填路基边坡治理研究 |
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| 引用本文： | 钱波,张明剑,李鹏.梅河高速公路程华段高填路基边坡治理研究[J].路基工程,2010,0(5):198-200. |
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| 作者姓名： | 钱波 张明剑 李鹏 |
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| 作者单位： | 西昌学院工程技术系615013 |
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| 摘 要： | 结合梅河高速公路程江至华城段K17+580～+750高填路基地质勘测资料,通过对地表及深部位移监测,准确地判断了路基滑坡病害的性质、产生原因及滑动面的位置,提出了高边坡的稳定性分析方法和工程加固的治理措施,使滑坡得以稳定。
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| 关 键 词： | 滑坡监测 稳定性分析 工程加固 |
| 收稿时间： | 2019-11-10 |
High Subgrade Slope Treatment in Chengjiang-Huacheng Section of Meizhou-Heyuan Expressway |
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| Authors: | QIAN Bo ZHANG Ming-jian LI Peng |
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| Affiliation: | (Department of Engineering Technology,Xichang College,Xichang 615013,Sichuan,China) |
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| Abstract: | Combined with geological survey data of K17 ＋ 580 ～ ＋ 750 high-filled subgrade in Chengjiang-Huacheng Section of Meizhou-Heyuan Expressway,the nature and causes of landslide disaster and sliding position are judged precisely through surface and deep displacement monitoring.Analysis method of high slope stability and engineering reinforcement measures are thereof advanced to ensure stability of landslide. |
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| Keywords: | landslide monitoring stability analysis engineering reinforcement |
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