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A new calculation method for the response of active-passive bridge piles considering pile-soil interface friction

Author(s): (School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang, China)
(School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang, China)
(School of Civil Engineering, Central South University, Changsha, China)
(School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang, China)
(School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang, China)
(School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang, China)
(School of Hydraulic Engineering, Nanchang Institute of Technology, Nanchang, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-13
DOI: 10.1080/15732479.2024.2420173
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: 10.1080/15732479.2024.2420173.
  • About this
    data sheet
  • Reference-ID
    10801870
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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