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Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments

The reliability and deterministic analyses of wood-cored stiffened deep cement mixing and deep cement mixing column-supported embankments (referred to as WSCSE and DCSE, respectively) considering serviceability limit state requirements are presented in this paper. Random field theory was used to sim...

Πλήρης περιγραφή

Αποθηκεύτηκε σε:
Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριοι συγγραφείς: Chana Phutthananon, Pornkasem Jongpradist, Kangwan Kandavorawong, Daniel Dias, Xiangfeng Guo, Pitthaya Jamsawang
Μορφή: Artigo
Γλώσσα:Inglês
Έκδοση: Elsevier 2023-09-01
Σειρά:Journal of Rock Mechanics and Geotechnical Engineering
Θέματα:
Διαθέσιμο Online:http://www.sciencedirect.com/science/article/pii/S1674775523001658
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