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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 《Journal of Southwest Jiaotong University(English Edition)》 2010年第1期27-31,共5页
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... 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. 展开更多
关键词 Geostress Kaiser effect Focal mechanism solution hydraulic fracturing method Deep buried tunnel
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