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《Chinese Journal of Underground Space and Engineering》 2009-01
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Nonlinear Stability Analysis of the Surrounding Rockmass of Qixiashan Mine in Nanjing

WANG Fang-han,CAO Wei-qin,ZHANG Wen-ru,ZHANG Bo-hu,XU Xiao-min(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Nanjing Lead Zine Silver Mine,Nanjing 210033,China)  
The 2-D model of the surrounding rockmass of Qixiashan mine in Nanjing is established and analyzed by using nonlinear finite element method(FEM).The stability of the main roadway and the branch roadway is studied.It is shown that the stress of the surrounding rock increases with the burial depth linearly.The stress increasing range between the adjacent roadway is 6.25%~18.75%,which is greater in the roof and in the middle of the floor.The stress in part of roadway has reached or exceeded the uniaxial compressive strength of rock and the plastic zone appeared in a large area.The main roadway and the branch roadway constructed in the surrounding rock have the same distributing rules and the plastic zone appears near the gate of the roadway.In addition,great plastic zones in 225m and the destructed rockmass in 325m are found,where the strength of the sandstone rock.in the branch roadway is low.
【CateGory Index】: TD353
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