| 边坡坍滑破坏机理与加固措施 |
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| 引用本文： | 肖江,帅俊强,赵良义. 边坡坍滑破坏机理与加固措施[J]. 勘察科学技术, 2000, 0(3): 17-22 |
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| 作者姓名： | 肖江 帅俊强 赵良义 |
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| 作者单位： | 1. 承德钢铁公司黑山铁矿,河北,承德,067000
2. 冶金工业部勘察研究总院,河北,保定,071069 |
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| 摘 要： | 黑山铁矿1#采场西帮边坡坍滑主要是受顺缓坡外的优势节理组和地下水控制，在开采至740m高程以前如不处理西帮会产生进一步坍滑，因此应采用削坡、排水和抗滑锚、桩等对该边坡进一步加固。
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| 关 键 词： | 边坡坍滑 优势节理 锚索 锚桩 |
| 修稿时间： | 1999-08-09 |
THE FAILURE MECHANISM AND SOLIDIFICATION TREATMENT OF A SLOPE COLLAPSING SLIDE |
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| Xiao Jiang,Shuai Junqiang,Zhao Liangyi. THE FAILURE MECHANISM AND SOLIDIFICATION TREATMENT OF A SLOPE COLLAPSING SLIDE[J]. Site Investigation Science and Technology, 2000, 0(3): 17-22 |
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| Authors: | Xiao Jiang Shuai Junqiang Zhao Liangyi |
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| Abstract: | The west side slope of the No. 1 mine stope of the Heishan iron mine chiedy controlled by the superior joint group at the ouside of the gentle slope and the groundwater. If the west side is not treated before the mine exploitation up to 74om elavation, a furthercollapsing slide would occur. Therefore, further soliamtaion of the said slope must be adopted by using slop thetering, fornop, anti - slide anchoop and pile etc. |
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| Keywords: | slope collapsing slide superior joint group anchor rope anchor pile |
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