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Time-dependent deviation of high-speed railway bridge pier-cap-pile foundations in deep soft soils under surcharge loads: a case study

Author(s): (College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang, China)
(School of Civil Engineering, Central South University, Changsha, China)
(College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang, China)
(College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang, China)
(College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang, China)
(College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-14
DOI: 10.1080/15732479.2023.2248105
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: 10.1080/15732479.2023.2248105.
  • About this
    data sheet
  • Reference-ID
    10734777
  • Published on:
    03/09/2023
  • Last updated on:
    03/09/2023
 
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