A modified criterion for wave-induced momentary liquefaction of sandy seabed
查看参考文献19篇
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文摘
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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 momentary liquefaction 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. |
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来源
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Theoretical and Applied Mechanics Letters
,2015,5(1):20-23 【核心库】
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DOI
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10.1016/j.taml.2015.01.004
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关键词
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Pore-pressure response
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Liquefaction criterion
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Momentary liquefaction
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Analytical approximation
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地址
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Institute of Mechanics, Chinese Academy of Sciences, Key Laboratory for Mechanics in Fluid Solid Coupling Systems, Chinese Academy of Sciences, Beijing, 100190
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语种
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英文 |
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文献类型
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研究性论文 |
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ISSN
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2095-0349 |
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学科
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非线性科学 |
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文献收藏号
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CSCD:5413561
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参考文献 共
19
共1页
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|
1.
Nago H. Liquefaction and densification of loosely deposited sand bed under water pressure variation.
The Third international offshore and polar engineering conference,1993:6-11
|
被引
1
次
|
|
|
|
|
2.
Sakai T. Wave-induced effective stress in seabed and its momentary liquefaction.
J. Waterway Port Coastal Ocean Eng,1992,118:202-206
|
被引
6
次
|
|
|
|
|
3.
Mory M. A field study of momentary liquefaction caused by waves around a coastal structure.
J. Waterway Port Coastal Ocean Eng,2007,133:28-38
|
被引
6
次
|
|
|
|
|
4.
Jeng D S. Wave-induced sea floor dynamics.
Appl. Mech. Rev,2003,56:407-429
|
被引
19
次
|
|
|
|
|
5.
Jeng D S. Ocean waves propagating over a porous seabed:Residual and oscillatory mechanisms.
Sci. China Ser. E Technol. Sci,2007,50:81-89
|
被引
7
次
|
|
|
|
|
6.
Guo Z. Simplified approximation of wave-Induced liquefaction in a shallow porous seabed.
Int. J. Geomech,2013
|
被引
1
次
|
|
|
|
|
7.
Sassa S. Analysis of progressive liquefaction as a moving-boundary problem.
Geotechnique,2001,51:847-857
|
被引
13
次
|
|
|
|
|
8.
Jeng D S. Wave-induced seabed instability in front of a breakwater.
Ocean Eng,1997,24:887-917
|
被引
21
次
|
|
|
|
|
9.
Okusa S. Wave-induced stress in unsaturated submarine sediments.
Geotechnique,1985,35:517-532
|
被引
16
次
|
|
|
|
|
10.
Tsai C P. Wave-induced liquefaction potential in a porous seabed in front of a breakwater.
Ocean Eng,1995,22:1-18
|
被引
13
次
|
|
|
|
|
11.
Zen K. Mechanism of wave-induced liquefaction and densification in seabed.
Soil Found,1990,30:90-104
|
被引
59
次
|
|
|
|
|
12.
Bear J.
Dynamics of Fluids in Porous Media,1972
|
被引
244
次
|
|
|
|
|
13.
Xu Y F. Cnoidal water wave induced seepage in a permeable seabed with a defined thickness.
Coast. Eng,2013,80:95-99
|
被引
2
次
|
|
|
|
|
14.
Yamamoto T. On the response of a poro-elastic bed to water waves.
J. Fluid Mech,1978,87:193-206
|
被引
60
次
|
|
|
|
|
15.
Zen K. Wave-induced liquefaction in a permeable seabed.
Rep. Port Harbours Res. Inst,1993,31:155-192
|
被引
1
次
|
|
|
|
|
16.
Chowdhury B. Laboratory study of liquefaction due to wave-seabed interaction.
J. Geotech. Geoenviron. Eng,2006,132(8):842-851
|
被引
7
次
|
|
|
|
|
17.
Chowdhury B.
One-dimensional study of wave-induced momentary liquefaction of the seabed (MEng thesis),2003
|
被引
1
次
|
|
|
|
|
18.
Torum. Wave-induced pore pressures-air/gas content.
J. Waterway Port Coastal Ocean Eng,2007,133:83-86
|
被引
1
次
|
|
|
|
|
19.
Sumer M. Sinking/floatation of pipelines and other objects in liquefied soil under waves.
Coast. Eng,1999,38:53-90
|
被引
24
次
|
|
|
|
|
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