节点文献

采动影响下金川二矿区14行风井变形破坏机制探讨

DEFORMATION AND DAMAGE MECHANISM OF A SHAFT DUE TO UNDERGROUND MINING IN JINCHUAN NO.2 MINE AREA

  • 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】 马凤山邓清海陈德信卢耀军丁德民张亚民王杰郭捷

【Author】 MA Fengshan① DENG Qinghai①② CHEN Dexin③ LU Yaojun③ DING Demin① ZHANG Yamin①WANG Jie① GUO Jie①(①Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029)(②Shandong University of Science and Technology,Qingdao 266510)(③Mining Area No.2,Jinchuan Group Co. Ltd.,Jinchang 737100)

【机构】 中国科学院地质与地球物理研究所工程地质力学重点实验室山东科技大学金川集团有限公司二矿区

【摘要】 竖井作为井下开采矿山的咽喉工程,在矿山的安全生产中起着举足轻重的作用。金川二矿区14行主力回风井位于矿体下盘,井深715.5m,穿过的工程围岩有超基性岩、花岗岩、大理岩、辉绿岩等以及F207断层。该风井于1999年10月开工下掘,2002年投入使用,2005年3月突然跨塌。本文根据现场调查和数值模拟,分析了风井变形破坏的特征和机制。发现主要有井壁错动开裂、片冒、冒落物冲击井壁等几种破坏形式,并得出在采动影响下最易在以下几个位置发生破坏:(1)井筒上部(0~200m),易出现拉裂破坏和围岩整体剪切滑动;(2)F207断层及其上下接触部位(200~220m),井筒很有可能在此处发生上下错动,从而导致剪切破坏;(3)井筒中部(360~460m),受采动影响较大,可能发生鼓肚子破坏;(4)井筒下部F16断层影响带(井底以上50m),岩体在采动影响下将发生松动,从而导致在结构面穿插部位可能发生冒落。

【Abstract】 As the access tunnel of underground mining,the mine shaft plays an important role in safety production. This paper examines the No.14 shaft that located on the support of ore body in Jinchang No.2 mine area. Its depth if 715.5 m. It intersected with the F207 fault. The surrounding rocks included ultramafic rock,granite,marble and dolerite. The shaft excavation was commenced in October 1999 and completed for using in 2002. It collapsed in March 2005. Based on the spot investigated data and numerical simulation method,this paper presents the deformation characteristics and damage mechanism of the No.14 shaft. The results show that there were such several damaged modes such as displacement and crack of shaft wall,fall,and breakage of shaft wall caused by impacting of falling substance. The convergence deformation of its surrounding rock was characterized by large deformation,rapid and long duration. Furthermore,the damage mechanism of the No.14 shaft was analyzed by numerical simulation. The result stated that the failures appeared possibly on the following positions of the shaft influenced by underground mining:(1)the upper part (0 to 200 m apart from the shaft head),where tension failure and shearing slide might happen. (2) the F207 fault zone (200 to 220 m apart from the shaft head),where the fault displacement might happen to induce shearing failure of the shaft. (3) the middle part (360 to 460 m apart from the shaft head),where the bulging damage might appear because of strong mining effect. (4) the influencing zone of the F16 fault (0 to 50 m apart from the shaft bottom),where the rock would loose due to the influence of the underground mining,which might induce the appearance of falling at the position of discontinuity plane traversing the shaft.

【基金】 国家自然科学基金项目(40972197);中国科学院知识创新工程重要方向性项目(KZCX2-YW-113);山东科技大学科学研究"春蕾计划"项目(2008AZZ016)
  • 【文献出处】 工程地质学报 ,Journal of Engineering Geology , 编辑部邮箱 ,2009年06期
  • 【分类号】TD32
  • 【被引频次】17
  • 【下载频次】238
节点文献中: 

本文链接的文献网络图示:

本文的引文网络