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基于预应力锚索支护的马路坪矿采场稳定性分析
引用本文:郑尚松,栗红玉,郭子源,彭康,贺锋坚,廖九波,刘志祥.基于预应力锚索支护的马路坪矿采场稳定性分析[J].矿业快报,2011(6).
作者姓名:郑尚松  栗红玉  郭子源  彭康  贺锋坚  廖九波  刘志祥
作者单位:1. 贵州开磷集团矿业总公司
2. 中南大学资源与安全工程学院
基金项目:国家自然科学基金和上海宝钢集团公司联合资助项目(编号:51074177)
摘    要:开磷集团马路坪矿采用分段空场法嗣后充填法开采,为确保矿区在施工期及运营期的安全性,对采场顶板中部部位采用预应力锚索加固支护。通过采场支护前后的位移与变形特征、最大主应力分布特征、塑性区分布特征对比分析结果,分析了采场的稳定性,验证了支护方式的科学性。

关 键 词:预应力锚索  采场稳定性  数值模拟  

Stability Analysis of Stope in Maluping Mine Based on the Prestressed Anchor Supporting
Zheng Shangsong Li Hongyu Guo Ziyuan Peng Kang He Fengjian Liao Jiubo Liu Zhixiang.Stability Analysis of Stope in Maluping Mine Based on the Prestressed Anchor Supporting[J].Express Information of Mining Industry,2011(6).
Authors:Zheng Shangsong Li Hongyu Guo Ziyuan Peng Kang He Fengjian Liao Jiubo Liu Zhixiang
Affiliation:Zheng Shangsong1 Li Hongyu2 Guo Ziyuan2 Peng Kang2 He Fengjian2 Liao Jiubo2 Liu Zhixiang2(1.Mine Company of Guizhou Kailin Group,2.School of Resources and Safety Engineering,Central South University)
Abstract:The Maluping mine of Kailin Group takes the sublevel field subsequent filling method to mine ore,and it can ensure the security of the mining area during the construction and operation.Maluping mine employ supporting anchoring in the central part of the s
Keywords:Prestressed anchor  Stope stability  Numerical simulation  
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