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Mechanics Principle and Engineering Application of Split Layer and Bed Separation of Mining Overburden
作者姓名:YU Guang-ning ZHANG Chun-hui SU Zhong-jie FAN Xue-li PAN Yong-zhan LIU Fu-shun . Civil engineering institute  Qingdao Technological University  Qingdao    . Engineering college  Ocean University of China  Qingdao    . Liaoning Technical University  Fuxin  
作者单位:YU Guang-ning ZHANG Chun-hui SU Zhong-jie FAN Xue-li PAN Yong-zhan LIU Fu-shun 1. Civil engineering institute,Qingdao Technological University,Qingdao,266033;2. Engineering college,Ocean University of China,Qingdao,266071; 3. Liaoning Technical University,Fuxin,123000
基金项目:Foundation item:Key Project of Natural Seien6e Foundation of China(No:50434020 and NO:50274044) Key Project of Science Foundation of Shandong Province(No:Z20031:02)
摘    要:<正>To control land surface subsidence caused the underground mineral exploitation and the catastrophic phenomena such as serious damage of buildings, waterbodies, cultivated lands, railways, bridges caused by land subsidence, bed separation grouting technology of overburden is put forward. To provide theoretical support for the technology, the characteristics and the mechanics mechanism of mining overburden from layer-split to formation of bed separation are studied. On the basis of elastic sheet board theory, calculation formula of rock sheet deflection is presented, and the mechanics criteria of the separation formation and the calculation formula of bed separation volume are set up. Finally, the applications and technics of bed separation grout technology of mining overburden to control land subsidence in china are introduced.

文章编号:1672-9250(2005)增-0017-10
修稿时间:2005年5月24日

Mechanics Principle and Engineering Application of Split Layer and Bed Separation of Mining Overburden
YU Guang-ning ZHANG Chun-hui SU Zhong-jie FAN Xue-li PAN Yong-zhan LIU Fu-shun . Civil engineering institute,Qingdao Technological University,Qingdao,,. Engineering college,Ocean University of China,Qingdao,, . Liaoning Technical University,Fuxin,.Mechanics Principle and Engineering Application of Split Layer and Bed Separation of Mining Overburden[J].Earth and Environment,2005,33(Z1):17-26.
Authors:YU Guang-ming  ZHANG Chun-hui  SU Zhong-jie  FAN Xue-li  PAN Yong-zhan  LIU Fu-shun
Institution:1. Civil engineering institute, Qingdao Technological University, Qingdao, 266033
2. Engineering college,Ocean University of China, Qingdao, 266071
3. Liaoning Technical University, Fuxin, 123000
Abstract:To control land surface subsidence caused the underground mineral exploitation and the catastrophic phenomena such as serious damage of buildings, waterbodies, cultivated lands, railways, bridges caused by land subsidence, bed separation grouting technology of overburden is put forward. To provide theoretical support for the technology, the characteristics and the mechanics mechanism of mining overburden from layer-split to formation of bed separation are studied. On the basis of elastic sheet board theory, calculation formula of rock sheet deflection is presented, and the mechanics criteria of the separation formation and the calculation formula of bed separation volume are set up. Finally, the applications and technics of bed separation grout technology of mining overburden to control land subsidence in china are introduced.
Keywords:mining overburden  layer splits  bed separation grout  control techniques of strata subsidence  rock plate deflection
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