| 国道317线鹧鸪山K9滑坡成因与综合治理 |
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| 引用本文： | 李楚根,徐骏.国道317线鹧鸪山K9滑坡成因与综合治理[J].路基工程,2011,0(3):243-246. |
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| 作者姓名： | 李楚根 徐骏 |
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| 作者单位： | 中铁二院工程集团有限责任公司, 成都 610031 |
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| 摘 要： | 国道317线K9滑坡为大型牵引式滑坡,经2003年、2004年多次整治后,2005年又发生变形,再次进行勘察设计和综合整治。通过滑坡成因的分析,设计中充分利用既有抗滑桩工程,并采用滑坡上部埋式抗滑桩、中部锚索框架梁或锚索板、前缘抗滑桩及深层排水等综合工程治理,有效地保证了滑坡的稳定,并经受了"5.12"汶川大地震的考验。
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| 关 键 词： | 大型滑坡 成因分析 综合治理 监测 |
| 收稿时间： | 2019-11-07 |
Causes Analysis and Comprehensive Treatment of K9 Landslide in Zhegu Mountain in National Highway No.317 Line |
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| Authors: | LI Chu-gen XU Jun |
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| Institution: | LI Chu-gen,XU Jun(China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu 610031,China) |
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| Abstract: | K9 landslide in National Highway No.317 Line is the large-scale retrogressive landslide.It became deformed again in 2005 after several treatment in 2003 and 2004,which requires a second survey and comprehensive treatment.Through analyzing the cause of landslide,taking full use of the existing anti-slide pile engineering in design,the upper embedded anti-slide pile,middle anchor cable frame beam or anchor-cable plate,front anti-slide pile and drainage measures are adopted to effectively ensure the stability ... |
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| Keywords: | large-scale landslide cause analysis comprehensive treatment monitoring |
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