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Effect of Shield-Tunnel Excavation on Adjacent-Pile Foundation Based on Modified Cam-Clay Model

Author(s): (Zhongjiao Highway Planning and Design Institute Co. Ltd. Bridge and Tunnel Monitoring and Maintenance Branch, Beijing 100088, China (corresponding author).)
(School of highway, Chang’an Univ., Xi’an, Shaanxi 710064, China.)
(Zhongjiao Highway Planning and Design Institute Co. Ltd. Bridge and Tunnel Monitoring and Maintenance Branch, Beijing 100088, China.)
(School of highway, Chang’an Univ., Xi’an, Shaanxi 710064, China.)
(China Railway Tunnel Bureau Group Road and Bridge Engineering Co. Ltd., Tianjin 300000, China.)
Medium: journal article
Language(s): English
Published in: Journal of Highway and Transportation Research and Development (English Edition), , n. 2, v. 14
Page(s): 84-92
DOI: 10.1061/jhtrcq.0000733
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/jhtrcq.0000733.
  • About this
    data sheet
  • Reference-ID
    10589551
  • Published on:
    08/03/2021
  • Last updated on:
    19/04/2023
 
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