Journal of Shanghai Jiaotong University ›› 2012, Vol. 46 ›› Issue (01): 47-52.

• Architechural Science • Previous Articles     Next Articles

Shield Type Selection and Its Control on Tunneling Across Various Structures

 LIAO  Shao-Ming-1, XU  Yi-Zhi-1, CHEN  Li-Sheng-2, SHEN  Cheng-Ming-2   

  1. (1. Department of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;2. Shanghai No.2 Municipal Engineering Co. Ltd., Shanghai 200065, China)
  • Received:2011-06-16 Online:2012-01-30 Published:2012-01-30

Abstract:  Based on massive shield crossing engineering projects in Shanghai, the selection of shield types, small disturbance control parameters as well as the stress and displacement distribution during shield crossing metro lines, sensitive structures, shallow foundations and pile foundations, were thoroughly investigated. The deformation control parameters and the correspondent construction control measures were put forward. The critical spacing between shield and pile toe was proposed based on the study on stress distribution at the level of pile toe.

Key words: shield tunnel, close crossing, subway, sensitive building, pile foundation

CLC Number: