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华丰矿动压低强度介质围岩巷道稳定性模拟
引用本文:王春秋.华丰矿动压低强度介质围岩巷道稳定性模拟[J].有色金属,2002,54(4):105-107.
作者姓名:王春秋
作者单位:山东科技大学,山东泰安,271019
基金项目:国家自然科学基金资助项目 (5 980 40 0 5 ),山东省自然科学基金资助项目 (Y2 0 0 0F0 6)
摘    要:采用FEM与BEM耦合技术对华丰矿受采动影响的底极及两帮为煤层的锚网支护顺槽巷道围岩稳定性进行数值模拟。结果表明,巷道的两帮及底板破坏范围大,变形严重,特别是底板的鼓起变形,是巷道围岩控制的重点。数值模拟结果与实际情况基本吻合,为采取行之有效的支护方式对底板进行加固提供了依据。

关 键 词:稳定性  动压  低强度围岩  FEM  BEM  耦合  数值模拟
文章编号:1001-0211(2002)04-0105-03
修稿时间:2001年11月24

STABILITY SIMULATION OF TUNNEL SURROUNDED WEAK ROCK AFFECTED BY MINING PRESSURE IN HUAFENG MINE
WANG Chunqiu.STABILITY SIMULATION OF TUNNEL SURROUNDED WEAK ROCK AFFECTED BY MINING PRESSURE IN HUAFENG MINE[J].Nonferrous Metals,2002,54(4):105-107.
Authors:WANG Chunqiu
Abstract:The stability of tunnel surrounded weak rock affected by mining pressure in Huafeng Mine is simulated by using the coupling method of FEM and BEM The results show that the fracture and deformation are serious in walls and floor, the protrusion of floor is the key problem in the underground engineering The simulation result is consonant with practice, and the floor reinforcement by effective ways is necessary
Keywords:mining pressure  weak surrounding rock  couple of FEM and BEM  
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