The initial wave induced failure of silty seabed: Liquefaction or shear failure

被引:21
|
作者
Ren, Yupeng [1 ,2 ]
Xu, Guohui [1 ,2 ]
Xu, Xingbei [1 ,2 ]
Zhao, Tianlin [1 ,2 ]
Wang, Xinzhi [1 ,2 ]
机构
[1] Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao 266100, Peoples R China
[2] Qingdao Natl Lab Marine Sci & Technol, Lab Marine Geol, Qingdao 266061, Peoples R China
基金
中国国家自然科学基金;
关键词
Silty soil; Pore waterpressure; Consolidation time; Initial failure; Liquefaction development patterns; PROGRESSIVE LIQUEFACTION; SEDIMENT INSTABILITY; SLOPE; CONSOLIDATION; FOUNDATION; PIPELINE; SANDY; MODEL;
D O I
10.1016/j.oceaneng.2020.106990
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A silty seabed can be destabilized in two ways under wave loading: by liquefaction or shear failure. In this paper, the wave-induced initial failure mode of a silty seabed under different consolidation conditions is studied using flume experiments. Through a comparison of the pore water pressure, initial failure, and liquefaction development patterns in a relatively soft and dense seabed, it is found that liquefaction is responsible for the initial failure of the soft seabed, while shear failure is responsible for the initial failure of the dense seabed. Liquefaction progresses from the surface and gradually downward in the soft seabed, but it propagates from the interface where the shear failure occurs in the dense seabed.
引用
收藏
页数:8
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