| 云南楚大公路K219滑坡的综合治理 |
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| 引用本文： | 朱平生,吴香根.云南楚大公路K219滑坡的综合治理[J].地质灾害与环境保护,2000,11(1):47-49. |
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| 作者姓名： | 朱平生 吴香根 |
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| 作者单位： | 云南地质工程第二勘察院,楚雄,675000 |
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| 摘 要： | 云南楚大公路 K2 19滑坡 ,主要是由于人工切坡而诱发的岩质滑坡。据滑坡特征 ,经多次分析研究后 ,决定采用以预应力锚索抗滑桩、锚锭板和挡土墙为主 ,护坡和排水为辅的综合治理措施。
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| 关 键 词： | 滑坡 治理 预应力锚索 抗滑桩 |
| 文章编号： | 1006-4362(2000)01-0047-03 |
| 修稿时间： | 1999-08-05 |
THE COMPREHENSIVE CONTROL OF K219 LANDSLIDE ON CHUXIONG-DALI HIGHWAY,YUNNAN |
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| Zhu Pingsheng,Wu Xianggen.THE COMPREHENSIVE CONTROL OF K219 LANDSLIDE ON CHUXIONG-DALI HIGHWAY,YUNNAN[J].Journal of Geological Hazards and Environment Preservation,2000,11(1):47-49. |
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| Authors: | Zhu Pingsheng Wu Xianggen |
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| Abstract: | The K219 landslide on Chuxiong-Dali highway,Yunnan is a rockmass slide mainly induced by artificial cut.Based on the feature of landslide,a comprehensive control meaure of anti-slide pile with prestressed anchor wire,bolted plate and retaining wall associated with slope protection and water drainage was determined to be used. |
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| Keywords: | landslide control prestressed anchor wire anti-slide pile |
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