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Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation

Auteur(s): ORCID (Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China; Visiting Scholar, Dep)
(Master Student, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Master Student, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.)
(Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.)
(Engineer, General Manager’s Office, Hangzhou Qianjiang New City Construction Development Co., Ltd., No. 18 Ningdong Rd., Hangzhou 310000, China.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 4, v. 20
Page(s): 04020026
DOI: 10.1061/(asce)gm.1943-5622.0001627
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0001627.
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  • Reference-ID
    10606323
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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