中国矿业
中國礦業
중국광업
CHINA MINING MAGAZINE
2013年
10期
88-90
,共3页
软岩巷道%变形机理%壁后充填%数值模拟
軟巖巷道%變形機理%壁後充填%數值模擬
연암항도%변형궤리%벽후충전%수치모의
soft rock roadway%deformation mechanism%backfilling behind support%numerical simulation
通过对林南仓矿-650m水平轨道石门变形破坏机理的研究，总结了巷道变形的主要原因。设计出了壁后充填的巷道支护方式，通过FLAC3D模拟计算，该支护方式能很好地控制帮顶破碎区，将巷道围岩的应力场和位移场趋于均匀化，控制了围岩的破碎大变形。工程实践证明了模拟计算的准确性，该支护形式很好地解决了软岩巷道的变形问题，保证了矿井的安全生产。
通過對林南倉礦-650m水平軌道石門變形破壞機理的研究，總結瞭巷道變形的主要原因。設計齣瞭壁後充填的巷道支護方式，通過FLAC3D模擬計算，該支護方式能很好地控製幫頂破碎區，將巷道圍巖的應力場和位移場趨于均勻化，控製瞭圍巖的破碎大變形。工程實踐證明瞭模擬計算的準確性，該支護形式很好地解決瞭軟巖巷道的變形問題，保證瞭礦井的安全生產。
통과대림남창광-650m수평궤도석문변형파배궤리적연구，총결료항도변형적주요원인。설계출료벽후충전적항도지호방식，통과FLAC3D모의계산，해지호방식능흔호지공제방정파쇄구，장항도위암적응력장화위이장추우균균화，공제료위암적파쇄대변형。공정실천증명료모의계산적준학성，해지호형식흔호지해결료연암항도적변형문제，보증료광정적안전생산。
With the study on the mechanism of deformation and failure the -650m railway gateway in LinNancang Mine ,summarizes the main reason of roadway deformation .Design a backfill support way , through the FLAC3D simulation calculation ,the supporting method can well control the life of broken zone of roadway surrounding rock ,the stress field and displacement field tends to be even ,can well control the broken surrounding rock large deformation .The engineering practice proves that the simulation accuracy ,the supporting form well solves the problem of deformation of soft rock roadway ,guarantee the safe production in the mine .
