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松软破碎带中巷道围岩注浆加固参数研究
引用本文:王开,田取珍,张小强.松软破碎带中巷道围岩注浆加固参数研究[J].太原理工大学学报,2011,42(5):521-523,527.
作者姓名:王开  田取珍  张小强
作者单位:太原理工大学矿业工程学院,太原,030024
基金项目:山西高校科技研究开发项目(20101105)
摘    要:在分析松软破碎带中巷道围岩的稳定性和支护影响因素的基础上,借助于注浆改善围岩特性并结合锚杆支护,通过现场实测、理论分析和FLAC数值模拟相结合的方法,确定了松软破碎带中的巷道围岩注浆深度、浆液比例和注浆孔间距等加固参数。研究结果对类似条件下的巷道的支护具有一定的指导意义。

关 键 词:巷道  破碎围岩  注浆  支护

Study of Parameters for Tunnel Grouting Reinforcement in Soft Tectonic Fracture Zone
WANG Kai,TIAN Qu-zhen,ZHANG Xiao-qiang.Study of Parameters for Tunnel Grouting Reinforcement in Soft Tectonic Fracture Zone[J].Journal of Taiyuan University of Technology,2011,42(5):521-523,527.
Authors:WANG Kai  TIAN Qu-zhen  ZHANG Xiao-qiang
Institution:WANG Kai,TIAN Qu-zhen,ZHANG Xiao-qiang (College of Mining Engineering,Taiyuan University of Technology,Taiyuan 030024,China)
Abstract:The stress,support factors and lithology of the soft,develeped tectonic zone were analyzed.The combination of grouting reinforcement and bolting was adopted to determine the grouting reinforcement parameters,including grouting depth,grout mix ratio and grouting hole interal,by in-situ measurement,theoretical analysis and FLAC numerical simulation.The research provides some guidance for supporting of tunnel in similar environment.
Keywords:tunnel  tectonic zone  grouting  supporting  
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