ISSN 1006-3021 CN11-3474/P
Published bimonthly started in 1979
滇藏铁路沿线滇藏交界段劈理化带成因探讨及工程效应分析
  
关键词:cleavable zone  argillation circle in river bed  engineering effect Yunnan-Tibet Railway  Jinsha River  Lancang River
基金项目:中国地质调查局地质调查工作项目“滇藏铁路沿线地壳稳定性调查评价(1212010541404)”和“西南三江地区区域地壳稳定性评价及分区图(1212010541406)”
作者单位E-mail
张加桂 国土资源部新构造运动与地质灾害重点实验室中国地质科学院地质力学研究所 jiagui62@sina.com 
张永双 国土资源部新构造运动与地质灾害重点实验室中国地质科学院地质力学研究所  
曲永新 中国科学院地质与地球物理研究所  
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摘要:
A Tentative Discussion on the Genetic Mechanism of the Cleavable Zone along the Yunnan-Tibet Border Sector of the Yunnan-Tibet Railway Line and an Analysis of its Engineering Effect
      The newly discovered cleavable zone along the Yunnan-Tibet border sector of the Yunnan-Tibet railway line is a transitional tectonic type with close-spaced fractures between the cleavage type and the joint type, which is closely related to the river slope in the gorge area between high mountains. Based on relatively comprehensive survey, mapping and statistic analysis, the authors have reached the conclusion that the cleavable zone is distributed in the discontinuous banded form, with its scale in relation to the river slope scale, so there exist large-sized zones along the Jinsha River and the Lancang River, and that the cleavable zone is in connection with the local micro-landform. In addition, the “cleavage” in the zone is characterized by steep dip angle and uneven interval, with its strike usually paralleled to the local river orientation. The zone was generated by the interaction between the endokinetic process and the exogenous process. This means that the cleavable zone could be generated by the endokinetic process, and that on the basis of the endokinetic process, the cleavable zone along rivers could also be formed by the exogenous process. Furthermore, the cleavable zone could be altered by later endokinetic or exogenous process. The scheduled Yunnan-Tibet Railway will pass through many cleavable zones, and there might occur serious deformation of railway foundation, tunnel and bridge, collapse over tunnel, percolation around tunnel, and geohazards such as landslide, collapse and debris flow. It is suggested that we should take appropriate control meas-ures to tackle these problems in the construction and operation processes of the railway and other projects.
ZHANG Jia-gui,ZHANG Yong-shuang,QU Yong-xin.2009.A Tentative Discussion on the Genetic Mechanism of the Cleavable Zone along the Yunnan-Tibet Border Sector of the Yunnan-Tibet Railway Line and an Analysis of its Engineering Effect[J].Acta Geoscientica Sinica,30(6):885-892.
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