节点文献

上游筑坝法尾矿坝爆破震动响应测试与分析

Test and Analysis of Blasting Vibration Response of Tailings Dam Built by Upstream Method

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 刘红岩吕淑然张威田荣燕

【Author】 LIU Hongyan1,2,LV Shuran3,ZHANG Wei4,TIAN Rongyan2(1.School of Engineering & Technology,China University of Geoseiences(Beijing),Beijing 100083,China;2.School of Engineering,Tibet University,Lasha,Xizang 850000,China; 3.School of Safety and Environment Engineering,Capital University of Economics and Business,Beijing 100026, China;4.School of Energy and Environment Engineering,Hebei Technology University, Tianjin,Hebei 300130,China)

【机构】 中国地质大学(北京)工程技术学院西藏大学工学院首都经济贸易大学安全与环境工程学院河北工业大学能源与环境工程学院

【摘要】 上游筑坝法尾矿坝长期处于欠固结状态,密实度较低、结构松散,在频繁的矿山生产爆破地震作用下极易出现液化区,进而导致坝体失稳。针对某矿业公司对矿山生产爆破导致产生的水平地震加速度进行了测试,并将其作为输入地震波,对尾矿坝进行了动力有限元响应分析。分析结果表明,初期坝较后期堆积坝响应强烈,在爆破震动作用下尾矿坝体内没有液化区产生,因此可以认为矿山目前所采用的生产爆破规模不会对坝体稳定性产生不利影响。

【Abstract】 Tailing dams built by upstream construction method are in under-consolidated state for a long time and has low density and loose structure,are very easy to be liquefied and even destabilized under blasting vibration in mine production.The horizontal seismic acceleration produced by production blasting was measured in some mining company,and was adopted as the input of seismic wave to analyze the response of tailing dam on blasting vibration with dynamic finite element method.The analysis results showed that the response of initial dam is larger than that of the latter accumulation dam,and there is no liquefied area in tailing dam under blasting vibration.Therefore,it can be regarded that the current scale production blasting has not adverse effects on the stability of the tailings dam.

【基金】 国家自然科学基金资助项目(41002113);教育部科学技术研究重点项目(211175);中央高校基本科研业务费专项资金资助项目(2010ZY45);西藏大学国家大学生创新计划项目(101069415)
  • 【文献出处】 矿业研究与开发 ,Mining Research and Development , 编辑部邮箱 ,2011年03期
  • 【分类号】TD235.14
  • 【被引频次】2
  • 【下载频次】148
节点文献中: 

本文链接的文献网络图示:

本文的引文网络