ISSN 1006-3021 CN11-3474/P
Published bimonthly started in 1979
青藏高原昆仑山和羊八井现今地应力测量及其工程意义
  
关键词:Qinghai-Tibet plateau  ground stress measurement  engineering geological condition  Qinghai-Tibet Railway
基金项目:中国地质调查局项目(20024013)
作者单位
廖椿庭 中国地质科学院地质力学研究所北京100081 
吴满路 中国地质科学院地质力学研究所北京100081 
张春山 中国地质科学院地质力学研究所北京100081 
伍刚 中国地质科学院地质力学研究所北京100081 
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摘要:
Recent Ground Stress Measurement of the Kunlun Mountains and Yangbajing Area in Qinghai-Tibet Plateau and Its Engineering Significance
      This paper reports the ground stress measurements of the Kunlun Mountains and Yangbajing area in Qinghai Tibet plateau. The result indicates that maximum horizontal principal stresses are 6.8~12.9 MPa near the surface of Kunlun Mountains, and 3.3~10.4 MPa in Yanbajing. The stress values of the Kunlun Mountains is higher than those of Yangbajing, and they are of high values as compared with those obtained elsewhere in China from a viewpoint of regional stress analysis. The maximum principal stresses are in NE and NEE directions. This agrees with the result of the study of continent dynamics. Combined with engineering geological condition, this paper discusses some related problems about the Kunlunshan tunnel and the Yangbajing tunnel along the Qinghai Tibet Railway under construction.
LIAO Chun-ting,WU Man-lu,ZHANG Chun-shan,WU Gang.2002.Recent Ground Stress Measurement of the Kunlun Mountains and Yangbajing Area in Qinghai-Tibet Plateau and Its Engineering Significance[J].Acta Geoscientica Sinica,23(4):353-357.
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