›› 2018, Vol. 39 ›› Issue (4): 1440-1449.doi: 10.16285/j.rsm.2015.0793

• Geotechnical Engineering • Previous Articles     Next Articles

Coupling method for analyzing the influence on existing tunnel due to adjacent foundations pit excavation

ZHOU Ze-lin1 ,2, CHEN Shou-gen1, 2, TU Peng1, 2, ZHANG Hai-sheng1, 2   

  1. 1. Key Laboratory of Transportation Tunnel Engineering of Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 2. School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
  • Received:2015-04-07 Online:2018-04-11 Published:2018-06-06
  • Supported by:

    This work was supported by the Fundamental Research Funds for the Central Universities(SWJTU11ZT33) and the Program for Innovative Research Team in University of Ministry of Education of China(IRT0955).

Key words: foundation pit excavation, metro tunnel, layered soil, coupling method, two-stage method

CLC Number: 

  • TU 45

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