›› 2017, Vol. 38 ›› Issue (10): 2962-2972.doi: 10.16285/j.rsm.2017.10.025

• Geotechnical Engineering • Previous Articles     Next Articles

Analysis and comprehensive prevention-control for TBM jamming induced by squeezing deformation of surrounding rock around water diversion tunnel from Datong river into Huangshui river

HUANG Xing1, LIU Quan-sheng2, PENG Xing-xin1, LEI Guang-feng1, WEI Lai1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071 China; 2. Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China
  • Received:2015-12-03 Online:2017-10-10 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (41602326) and the National Program on Key Basic Research Project of China (973 Program) (2014CB046904, 2015CB058102).

Key words: water diversion tunnel from Datong river into Huangshui river, tunnel boring machine (TBM), squeezing deformation, shield jamming, prevention and control

CLC Number: 

  • TV 52

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