中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A modified criterion for wave-induced momentary liquefaction of sandy seabed

文献类型:期刊论文

作者Qi WG(漆文刚); Gao FP(高福平)
刊名Theoretical and Applied Mechanics Letters
出版日期2015
卷号5期号:1页码:20-23
关键词Pore-pressure response Liquefaction criterion Momentary liquefaction Analytical approximation
ISSN号2095-0349
中文摘要The assessment of the wave-induced soil liquefaction plays a key role in the geotechnical design for offshore foundations. The underlying shortcomings of the existing momentary liquefaction criteria are identified and clarified by mechanism analyses and the recent field observations. A modified criterion for the wave-induced momentary liquefaction of a sandy seabed is given to describe the vertical porepressure distributions. An improved approximation of the momentaryliquefaction depth is further presented. Parametric study of the effects of the saturation degree of soils indicates that this modification is significant for the evaluation of wave-induced momentary liquefaction.
分类号二类
收录类别CSCD
语种英语
CSCD记录号CSCD:5413561
源URL[http://dspace.imech.ac.cn/handle/311007/58568]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
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Qi WG,Gao FP. A modified criterion for wave-induced momentary liquefaction of sandy seabed[J]. Theoretical and Applied Mechanics Letters,2015,5(1):20-23.
APA Qi WG,&Gao FP.(2015).A modified criterion for wave-induced momentary liquefaction of sandy seabed.Theoretical and Applied Mechanics Letters,5(1),20-23.
MLA Qi WG,et al."A modified criterion for wave-induced momentary liquefaction of sandy seabed".Theoretical and Applied Mechanics Letters 5.1(2015):20-23.

入库方式: OAI收割

来源:力学研究所

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