| 预应力锚索地梁在矿山已变形边坡加固中的应用 |
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| 引用本文： | 魏万鸿,宿星,叶伟林,吴玮江,申虎军,杨涛.预应力锚索地梁在矿山已变形边坡加固中的应用[J].探矿工程,2017,44(7):71-75. |
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| 作者姓名： | 魏万鸿 宿星 叶伟林 吴玮江 申虎军 杨涛 |
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| 作者单位： | 甘肃省科学院地质自然灾害防治研究所,甘肃省科学院地质自然灾害防治研究所,甘肃省科学院地质自然灾害防治研究所,甘肃省科学院地质自然灾害防治研究所,酒泉钢铁（集团）有限责任公司镜铁山矿,甘肃省科学院地质自然灾害防治研究所 |
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| 基金项目： | 国家自然科学基金项目“甘肃省不同类型黄土滑坡的滑动致灾空间预测研究”（编号：41362014）；甘肃省科技厅民生计划项目“兰州北山一带黄土山坡建筑区地质灾害调查评价及防灾标准研究”（编号：1209FCMA012）；甘肃省青年基金项目“永靖县库区黄土滑坡滑动致灾空间预测研究”（编号：145RJYA314）；甘肃省科学院应用研发项目（编号：2012JK-07、2013JK-06、2013JK-07、2013QN-13、2015JK-01） |
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| 摘 要： | 岩土锚固是边坡岩土体加固的主要措施。以酒泉钢铁（集团）有限责任公司镜铁山矿黑沟矿区已变形边坡加固工程为例，利用Slide软件进行边坡稳定性分析及支护结构设计计算，对已变形边坡采取预应力地梁锚固+坡顶防渗排水+主、被动网防护+随机锚固的综合治理工程措施，阐明了高边坡预应力锚索地梁的一般程序与方法。实践表明，采用以预应力锚索地梁为主的综合防治措施，对已变形高边坡的变形控制和支护效果较好。
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| 关 键 词： | 预应力锚索地梁 变形边坡 边坡稳定性计算 边坡加固 岩土锚固 |
| 收稿时间： | 2017/4/6 0:00:00 |
| 修稿时间： | 2017/6/2 0:00:00 |
Application of Pre-stressed Anchor Cable Groundsill in Reinforcement Engineering of Deformed Mine Slope |
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| WEI Wan-hong,SU Xing,YE Wei-lin,WU Wei-jiang,SHEN Hu-jun and YANG Tao.Application of Pre-stressed Anchor Cable Groundsill in Reinforcement Engineering of Deformed Mine Slope[J].Exploration Engineering(Drilling & Tunneling),2017,44(7):71-75. |
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| Authors: | WEI Wan-hong SU Xing YE Wei-lin WU Wei-jiang SHEN Hu-jun and YANG Tao |
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| Institution: | Hazards Prevention Institute, Gansu Academy of Sciences,Hazards Prevention Institute, Gansu Academy of Sciences,Hazards Prevention Institute, Gansu Academy of Sciences,Hazards Prevention Institute, Gansu Academy of Sciences,Jiuquan Iron and Steel (Group) Co., Ltd.,Hazards Prevention Institute, Gansu Academy of Sciences |
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| Abstract: | Geotechnical anchoring is the main measure of slope rock and soil reinforcement. Take an example of deformed slope reinforcement project in Heigou mining area of Jingtieshan mine, the slope stability analysis and supporting structure design calculation are made by using Slide software, then the comprehensive management engineering measures of groundsill by pre-stressed anchorage + slope top seepage prevention drainage + active and passive network protection + random anchorage are adopted for the deformed slope. This paper illustrates the general construction procedure and methods of the high slope pre-stressed anchor cable groundsill. The practice shows that the comprehensive prevention and control measures based on the pre-stressed anchor cable groundsill are good for the deformation control and the supporting effect of the deformed high slope. |
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| Keywords: | pre-stress anchor cable groundsill deformed slope slope stability calculation slope reinforcement geotechnical anchoring |
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