Wave-induced seabed response around an offshore pile foundation platform

详细信息    查看全文

• 作者：Qi Zhang^a ; ^b ; Xiang-Lian Zhou^a ; ^b ; ^{zhouxl99@hotmail.com} ; ^{zhouxl@sjtu.edu.cn} ; Jian-Hua Wang^c ; Jun-Jie Guo^a ; ^b
• 关键词：Pile foundation platform ; Porous seabed ; Wave motion ; u-p Model
• 刊名：Ocean Engineering
• 出版年：2017
• 出版时间：15 January 2017
• 年：2017
• 卷：130
• 期：Complete
• 页码：567-582
• 全文大小：3508 K
• 卷排序：130

文摘

The VARANS equation and u-p model are used to calculate the numerical model. The shadowing effect and flow field closely related to the pile spacing. Platform changes the distribution of bending moment and displacement of pile.