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复杂应力条件下软岩巷道支护的FLAC模拟研究
引用本文:万红超,吴长俊. 复杂应力条件下软岩巷道支护的FLAC模拟研究[J]. 山西建筑, 2012, 38(17): 107-108
作者姓名:万红超  吴长俊
作者单位:1. 陕西彬长大佛寺矿业有限公司,陕西咸阳,713500
2. 陕西彬长胡家河矿业有限公司,陕西咸阳,713600
摘    要:针对西北某煤矿2号巷道支护工程,提出了支护方案,并进行了FLAC数值模拟研究,研究表明,导致该巷道出现顶板下沉量大、底板强烈膨胀、两帮位移大的变形特征的主要原因是巷道埋深大、采空区矿山压力显现显著,进而确定了锚注锚网联合支护作为2号巷道支护方案,监测结果表明,该支护方案合理,效果良好。

关 键 词:复杂应力  软岩巷道  支护  FLAC

FLAC simulation research of soft rock roadway support under the condition of complicated stress
WAN Hong-chao,WU Chang-jun. FLAC simulation research of soft rock roadway support under the condition of complicated stress[J]. Shanxi Architecture, 2012, 38(17): 107-108
Authors:WAN Hong-chao  WU Chang-jun
Affiliation:1.Shannxi Binchang Buddhist Temple Mining Co.,Ltd,Xianyang 713500,China; 2.Shannxi Binchang Hujiahe Mining Co.,Ltd,Xianyang 713600,China)
Abstract:In light of the northwest coal mine No.2 roadway support engineering,the paper puts forward support scheme,and carries out FLAC numerical simulation research.Research shows that deep-lying roadway and distinct mined-out pressure lead to a series of problems,such as large subsidence of the roadway roof,strong expansion of bottom plate,and large two-side displacement.In the end,it determines anchor grouting support as No.2 roadway support scheme.Supervision results show that the support scheme is rational and effective.
Keywords:complicated stress  soft rock roadway  support  FLAC
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