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Geostress Measurement for Deep-Buried Long Tunnel through Niba Mountain

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【作者】 邓林邓荣贵程强

【Author】 DENG Lin 1, DENG Rong-gui 1, CHENG Qiang 2 1. College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2. Highway Investigation and Design Institute of the Traffic Department of Sichuan Province, Chengdu 610016, China

【机构】 College of Civil Engineering,Southwest Jiaotong UniversityHighway Investigation and Design Institute of the Traffic Department of Sichuan Province

【摘要】 In the geostress measurement for Niba Mountain on Ya’an-Lugu Expressway, results of Kaiser effect tests combined with focal mechanism solution were compared with those obtained by hydraulic fracturing method, both of which are basically coincident. It is shown that the principal stress increases with burial depth; the maximum principal stress is about 45 MPa, which is larger near fault zones because of stress concentration, and its direction ranges from N20°W to N75°W.

【Abstract】 In the geostress measurement for Niba Mountain on Ya’an-Lugu Expressway, results of Kaiser effect tests combined with focal mechanism solution were compared with those obtained by hydraulic fracturing method, both of which are basically coincident. It is shown that the principal stress increases with burial depth; the maximum principal stress is about 45 MPa, which is larger near fault zones because of stress concentration, and its direction ranges from N20°W to N75°W.

【基金】 Western Region Transportation Scientificand Technological Project of Transportation Ministry(No.2006318000104);Graduate Innovation Fund of South-west Jiaotong University in 2008
  • 【文献出处】 Journal of Southwest Jiaotong University(English Edition) ,西南交通大学学报(英文版) , 编辑部邮箱 ,2010年01期
  • 【分类号】U451.2
  • 【被引频次】2
  • 【下载频次】60
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