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Analytical method for new tunnel crossing pile foundation of existing bridge: a case study

Author(s): (Senior Engineer, POWERCHINA Huadong Engineering Corporation Limited, Hangzhou, Zhejiang, PR China)
(Postgraduate student, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, PR China)
ORCID (Associate Professor, State Key Laboratory for GeoMechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, PR China (corresponding author: ))
(Deputy Director, R & D Center, Shenzhen Urban Public Safety and Technology Institute, Shenzhen, Guangdong, PR China)
(Deputy Director, Shenzhen Transportation Public Facilities Construction Center, Futian Transportation Hub, Shenzhen, Guangdong, PR China)
(Associate Professor, Key Laboratory of Safe Construction and Intelligent Maintenance for Urban Shield Tunnels of Zhejiang Province, Hangzhou City University, Hangzhou, Zhejiang, PR China)
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, , n. 6, v. 176
Page(s): 629-645
DOI: 10.1680/jgeen.23.00060
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: 10.1680/jgeen.23.00060.
  • About this
    data sheet
  • Reference-ID
    10743188
  • Published on:
    28/10/2023
  • Last updated on:
    14/01/2024
 
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