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Hybrid Approach for Rigid Piled-Raft Foundations Subjected to Coupled Loads in Layered Soils

Author(s): (Lecturer, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.)
(Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, No. 21 Lower Kent Ridge Rd., Singapore 119077 (corresponding author).)
(Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.)
(ARC Research Academic, Centre for Geomechanics and Railway Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Wollongong City, New South Wales 2522, Australia.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 17
Page(s): 04016122
DOI: 10.1061/(asce)gm.1943-5622.0000825
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/(asce)gm.1943-5622.0000825.
  • About this
    data sheet
  • Reference-ID
    10605511
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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