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虹梯关隧道围岩岩爆分析
引用本文:刘丹丹,王玉来,王俊杰.虹梯关隧道围岩岩爆分析[J].探矿工程,2012,39(10):72-75.
作者姓名:刘丹丹  王玉来  王俊杰
作者单位:[1]黄河规划勘测有限公司地质勘探院,河南洛阳471002 [2]中交路桥技术有限公司,北京100029
摘    要:虹梯关隧道隧址围岩以硬质岩为主,该隧道属特长深埋隧道,其附近地质构造也十分发育,工程地质条件复杂,发生岩爆可能性很大。通过对岩爆影响因素的分析,采用水压致裂法地应力测试,经陶振宇判别法、切应力准则等应力判断方法,认为虹梯关隧道隧址部分地段可能会发生轻微~中等岩爆。

关 键 词:特长深埋隧道  岩爆  地应力测试
收稿时间:2012/5/21 0:00:00
修稿时间:2012/5/21 0:00:00

Analysis on Rockburst of Hongtiguan Tunnel Surrounding Rock
LIU Dan-dan,WANG Yu-lai and WANG Jun-jie.Analysis on Rockburst of Hongtiguan Tunnel Surrounding Rock[J].Exploration Engineering(Drilling & Tunneling),2012,39(10):72-75.
Authors:LIU Dan-dan  WANG Yu-lai and WANG Jun-jie
Institution:1. Yellow River Engineering Consulting Co. , Ltd. , Luoyang Henan 471002, China; 2. China Communication Road and Bridge Co. , Ltd. , Beijing 100029, China)
Abstract:The surrounding rock in Hongtiguan tunnel is mainly hard rock, which is an extra long and deep buried tunnel. The geological structure around the tunnel is developed very well, engineering geological conditions are complicated and there is great possibility for rockburst. Through the analysis on influencing factors of rockburst, hydrofracturing method, Taozhenyu method, shear stress criterion were used to test ground stress, the results show that there are occurrance possibilities of weak-moderate rockbursts in this tunnel.
Keywords:extra long and deep buried tunnel  rockburst  ground stress test
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