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金属矿山 ›› 2014, Vol. 43 ›› Issue (01): 38-42.

• 采矿工程 • 上一篇    下一篇

爆破对上游式尾矿库初期坝影响的模拟研究

余德运1,吕淑然2,秦花3   

  1. 1.武汉工程大学环境与城市建设学院,湖北 武汉 430073 ;2.首都经济贸易大学安全与环境工程学院,北京 100070;3.爆炸科学与技术国家重点实验室,北京 100081
  • 出版日期:2014-02-14 发布日期:2014-02-25
  • 基金资助:

    2011年度北京市属高等学校人才强教深化计划人才创新团队项目(编号:PHR201107143)。

Effect of Blasting Vibration on Primal Dam of Upstream Tailing Reservoir

Yu Deyun1,Lu Shuran2,Qin Hua3   

  1. 1.School of Environment Engineering and Urban Construction,Wuhan Institute of Technology,Wuhan 430073,China;2.School of Safety and Environmental Engineering,Capital University of Economics and Business,Beijing 100070,China;3.State Key Laboratory of Explosion Science and Technology,Beijing 100070,China
  • Online:2014-02-14 Published:2014-02-25

摘要: 为了研究采场爆破震动对上游式尾矿库初期坝的影响,以承德市某矿业公司尾矿库堆积坝为原型建立有限元模型,以加速度幅值作为输入载荷,采用ANSYS/LS-DYNA软件进行模拟研究不同输入载荷下上游式尾矿库初期坝对采场爆破震动的响应问题。研究结果表明:在以实测加速度幅值作为输入载荷的条件下,坡面上所有节点水平位移朝向坡外侧,竖向位移向下。最大水平和竖向位移均是初级坝顶附近最大,坡脚附近最小,且都遵循随着高度的增高,位移逐渐增大的规律。当输入加速度幅值达到一定值后,坡面上各节点水平位移方向不一致。其中坡脚附近节点向坡内侧移动,最大水平位移随着输入加速度幅值的提高而增大,且随高度的增高而减小,而其他节点向坡外侧移动,最大水平位移随着输入加速度幅值的提高而减小,且随高度的增高而增大;坡面上节点的竖向位移的变化则基本上不受加速度幅值变化的影响。

关键词: 爆破震动, 上游式尾矿坝, 数值模拟

Abstract: In order to study the impact of the blasting vibration on the primary dam of the upstream tailing dam in Chengde,the finite element model was built taking the accumulative dam of a mining company as the sample.With the acceleration amplitude as the input load,ANSYS/LS-DYNA software was adopted to simulate the response of the primary dam of the upstream tailing dam to the stope blasting vibration under different input loads.The results showed that with the measured acceleration amplitude as the input loads,the horizontal displacement of all nodes on the slope moved towards the outer slope,while the vertical displacement moved downwards.Maximum horizontal and vertical displacements existed on the top of the primal tailing dam,and minimum displacement all near to the slope foot.All displacements increased with the increasing of height.When the amplified measured acceleration amplitude increasing to be a certain value,the horizontal displacement of each node near the slope were not uniform.The nodes at the slope foot moved towards external slope,and their maximum horizontal displacement increased with the increasing of acceleration amplitude,and decreased with the increasing of height.The other nodes moved towards internal slope,and the maximum horizontal displacement decreased with the increasing of acceleration amplitude,and increased with the increasing of height.The vertical displacement of nodes on the slope surface basically was not affected by the acceleration amplitude.

Key words: Blasting vibration, Upstream tailing dam, Numerical simulation