ISSN 1006-3021 CN11-3474/P
Published bimonthly started in 1979
襄渝铁路增建二线--新白岩寨隧道地应力测量及其在岩爆分析中的应用
  
关键词:tunnel  hydro-fracturing  in-situ stress measurement  stress state
基金项目:中国地质调查局调查项目(编号:200113000092)
作者单位E-mail
马秀敏 中国地质科学院地质力学研究所北京100081 maxiumin2@163.com 
彭华 中国地质科学院地质力学研究所北京100081  
李金锁 中国地质科学院地质力学研究所北京100081  
黎建文 四川省西南大地工程物探有限公司成都610072  
廖怀青 四川省西南大地工程物探有限公司成都610072  
杨绍喜 四川省西南大地工程物探有限公司成都610072  
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摘要:
In-Situ Stress Measurement and Its Application to Rock Burst Analysis in Xinbaiyanzhai Tunnel of the Xiangyu Railway
      Using the hydraulic pressure fracturing method, the authors measured the in-situ stresses of Xinbaiyanzhai tunnel whose greatest burial depth is nearly 500 m along the second line of the Xianyu Railway. The results show that the horizontal stress is predominant. The direction of the maximum primary stress is NNW, in good agreement with the result of regional analysis. According to the stress state, the probability of rock burst is discussed.
MA Xiu-min,GUO Hua,LI Jin-suo,LI Jian-wen,LIAO Huai-qing,YANG Shao-xi.2006.In-Situ Stress Measurement and Its Application to Rock Burst Analysis in Xinbaiyanzhai Tunnel of the Xiangyu Railway[J].Acta Geoscientica Sinica,27(2):181-186.
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