Consolidation of unsaturated seabed around an inserted pile foundation and its effects on the wave-induced momentary liquefaction

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• 作者：Titi Sui^a ; ^b ; Jinhai Zheng^a ; ^b ; Chi Zhang^a ; ^b ; ^{zhangchi@hhu.edu.cn} ; Dong-Sheng Jeng^c ; Jisheng Zhang^a ; ^b ; Yakun Guo^a ; ^d ; ^{y.guo16@bradford.ac.uk} ; Rui He^a ; ^b
• 关键词：Seabed consolidation ; Pile foundation ; External loading ; Wave ; Momentary liquefaction
• 刊名：Ocean Engineering
• 出版年：2017
• 出版时间：1 February 2017
• 年：2017
• 卷：131
• 期：Complete
• 页码：308-321
• 全文大小：2278 K
• 卷排序：131

文摘

A 3D model for evaluating seabed shear failure around a pile was established. Effects of pile and seabed parameters on surrounding seabed consolidation were investigated. Effects of the seabed consolidation around a pile on evaluating seabed momentary liquefaction were examined.