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高地震烈度下宽顶废石尾矿坝的动力响应分析
引用本文:刘晓非,周汉民,崔 旋. 高地震烈度下宽顶废石尾矿坝的动力响应分析[J]. 有色金属(矿山部分), 2015, 67(6): 93-98
作者姓名:刘晓非  周汉民  崔 旋
作者单位:1 .北京矿冶研究总院,北京 100160; 2. 金属矿山智能开采技术北京市重点实验室,北京 102628,1 .北京矿冶研究总院,北京 100160; 2. 金属矿山智能开采技术北京市重点实验室,北京 102628,1 .北京矿冶研究总院,北京 100160; 2. 金属矿山智能开采技术北京市重点实验室,北京 102628
摘    要:云南某尾矿库设计将排土场修整后作为尾矿坝,形成的宽顶废石坝最大坝高182m,坝顶宽度496m,尾矿坝处于8度地震烈度区。采用等效线性黏—弹性模型,对宽顶废石尾矿坝的动力响应进行分析,得出高地震烈度条件下坝体加速度、动应力及动力稳定性。研究结果对高地震烈度区尾矿坝工程建设具有指导意义。

关 键 词:高地震烈度  尾矿坝  排土场  动力响应
收稿时间:2015-07-03
修稿时间:2015-08-07

Dynamic response analysis of wide top waste rock tailings dam under high seismic intensity
LIU Xiaofei,ZHOU Hanmin and CUI Xuan. Dynamic response analysis of wide top waste rock tailings dam under high seismic intensity[J]. , 2015, 67(6): 93-98
Authors:LIU Xiaofei  ZHOU Hanmin  CUI Xuan
Affiliation:1.Beijing General Research Institute of Mining & Metallurgy, Beijing 100160, China; 2.Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China,1.Beijing General Research Institute of Mining & Metallurgy, Beijing 100160, China; 2.Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China and 1.Beijing General Research Institute of Mining & Metallurgy, Beijing 100160, China; 2.Beijing Key Laboratory of Nonferrous Intelligent Mining Technology, Beijing 102628, China
Abstract:A waste dump in Yunnan was designed to be a tailings dam which formed a wide top waste rock dam with maximum height of 182 m and 496 m crest width. The tailings dam is located in 8 degree seismic intensity zone. The dynamic response of wide top waste rock tailings dam under high seismic intensity is analyzed by using the equivalent linear viscosity-elasticity model. The acceleration, dynamic stress and dynamic stability of dam body are calculated. The results of the study have a guiding significance for the construction of tailings dam in high seismic intensity area.
Keywords:high seismic intensity   tailings dam   waste dump   dynamic response
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