波浪作用下粉质土海床液化界面波压力的研究

任宇鹏; 房虹汝; 许国辉; 许兴北

doi:10.3969/j.issn.0253-4193.2017.01.009

波浪作用下粉质土海床液化界面波压力的研究

doi: 10.3969/j.issn.0253-4193.2017.01.009

1.
中国海洋大学海洋环境与生态教育部重点实验室, 山东青岛 266100;中国海洋大学山东省海洋环境地质工程重点实验室, 山东青岛 266100
2.
中国葛洲坝集团第五工程有限公司, 湖北宜昌 443000

基金项目: 国家自然科学基金——海底粉质土液化重建地层特征及其风暴浪动力强度研究（41576039）。

计量
- 文章访问数: 1136
- HTML全文浏览量: 12
- PDF下载量: 899
- 被引次数: 0
出版历程
- 收稿日期: 2016-04-07
- 修回日期: 2016-05-10

Wave pressure on the boundary of liquefied silty seabed under wave loading

1.
Key Laboratory of Marine Environment & Ecology, Ministry of Education, Ocean University of China, Qingdao 266100, China;Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Ocean University of China, Qingdao 266100, China
2.
China Gezhouba Group Fifth Engineering Co., Ltd., Yichang 443000, China

摘要

摘要: 波浪作用下粉质土海床的液化是影响海上平台、海底管线等海洋构筑物安全的灾害之一。在进行构筑物设计中应考虑海床液化的深度问题，而液化土体对下部海床的界面波压力是计算海床孔隙水压力增长以及液化深度的重要参量。本文基于波致粉土海床自上而下的渐进液化模式，利用双层流体波动理论，推导了考虑海床土体黏性的海床界面波压力表达式，并与不考虑黏性时的界面波压力进行了比较分析。结果表明，计算液化后土体界面波压力时，是否考虑液化土体的黏性对结果影响较大，进而可能影响粉质土海床液化深度的确定。
- 粉质土 /
- 液化 /
- 流体波动 /
- 波浪作用 /
- 界面波压力
Abstract: The liquefaction of silty seabed is one of the disasters that would threaten the stability of offshore platforms, subsea pipelines and other marine structures. The boundary wave pressure caused by liquefied soil to the following seabed is a significant parameter when it comes to the calculation of pore water pressure and the liquefaction depth which should be taken into account during the structures design. Boundary wave pressure expressions with viscidity of seabed soil considered are deducted in this study, basing on the wave-induced silty seabed liquefaction top-down progressive mode and double fluid wave theory. The analysis of comparison with the boundary wave pressure without viscidity of seabed soil is also submitted. The results indicate that the viscidity of liquefied soil is a great factor of influencing the boundary wave pressure, and then would affect the determination of the liquefaction depth.
- silt soli /
- liquefaction /
- fluid fluctuation /
- wave action /
- boundary wave pressure

HTML全文

参考文献(17)

钱寿易, 楼志刚, 杜金声. 海波浪作用下土动力特性的研究现状和发展[J].岩土工程学报, 1982, 4(1):16-23. Qian Shouyi, Lou Zhigang, Du Jinsheng. State-of-the-art of dynamic characteristics of soil under ocean wave loading[J]. Chinese Journal of Geotechnical Engineering,1982, 4(1):16-23.

杨琳, 蒋学炼, 李炎保. 波浪引起的海床失稳机理及有关孔隙水压力的讨论[J]. 海洋技术, 2004, 23(4):75-80. Yang Lin, Jiang Xuelian, Li Yanbao. Seabed instability mechanism and discuss the wave-induced pore water pressure[J]. Ocean Technology, 2004, 23(4):75-80.

Dore B D. A contribution to the theory of viscous damping of stratified wave flows[J]. Acta Mechanica, 1969, 8(1/2):25-33.

Ting F C K. On forced internal waves in a rectangular trench[J]. Fluid Mech, 1992(235):255-283.

Hunt J N.Interfacial waves of finite amplitude[J]. La Houille Blanche, 2011, 4(4):515-531.

Hsu J R C, Jeng D S, Lee C P. Oscillatory soil reponse and liquefaction in an unsaturated layered seabed[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1995, 19(12):825-849.

Sassa S, Sekiguchi H, Yamoto J. Analysis of progressive liquefaction as a moving-boundary problem[J]. Geotechnique, 2001, 51(10):847-857.

Sumer B M, Christoffer Truelsen, Jørgen Fredsøe. Liquefaction around pipelines under waves[J]. Waterway, Port, Coastal, Ocean Eng. 2006.132:266-275.

Sumer B M, Ozgur Kicra V S, Jørgen Fredsøe. Experimental validation of a mathematical model for seabed liquefaction under waves[J]. International Journal of Offshore and Polar Engineering, 2012, 22(2):133-141.

黄哲. 液化粉质土波动压力垂向分布试验研究[D]. 青岛:中国海洋大学, 2014. Huang Zhe. Experimental study on vertical distribution of the wave pressure within the liquefied silty soil[D]. Qingdao:Ocean University of China, 2014.

王欣, 许国辉, 孙永福,等. 黄河水下三角洲液化海底的重新层化及其试验求证[J]. 海洋地质与第四纪地质, 2013, 33(6):29-40. Wang Xin, Xu Guohui, Sun Yongfu, et al. Storm-waves-induced seabed sediment liquefaction and re-stratification on the Yellow River subaqueous delta[J]. Marine Geology and Quaternary Geology, 2013, 33(6):29-40.

房虹汝. 波浪作用下黄河口粉质土海床液化深度研究[D]. 青岛:中国海洋大学,2015. Fang Hongru.Study on the thickness of wave-induced liquefaction of submarine silty-bed in Yellow River Delta[D]. Qingdao:Ocean University of China, 2015.

Lamb H. 理论流体动力学[M].游镇雄,译. 北京:科学出版社,1992. Lamb H.The Oretical Fluid Mechanics[M]. You Zhenxiong, Translation. Beijing:Science Press,1992.

刘涛, 崔逢. 波浪作用下液化粉土流动特性托球试验研究[J]. 海洋学报, 2016,38(3):123-130. Liu Tao, Cui Feng. Dragging ball test on flow characteristics of liquefied silt under wave loading[J]. Haiyang Xuebao, 2016,38(3):123-130.

张春艳. 细粒土剪切界面摩擦力实验研究[D]. 青岛:中国海洋大学, 2013. Zhang Chunyan. Experimental research on shear interfacial friction of fine grained soil[D]. Qingdao:Ocean University of China, 2013.

尹晓慧.波浪导致黄河水下三角洲粉砂流形成及发展研究[D]. 青岛:中国海洋大学, 2009. Yin Xiaohui. Study on formation and development of silt flows under waves on the Yellow River subaqueous delta[D]. Qingdao:Ocean University of China, 2009.

孙永福,董立峰,宋玉鹏. 黄河水下三角洲粉质土扰动土层特征及成因探析[J]. 岩土力学, 2008, 29(6):1494-1498. Sun Yongfu, Dong Lifeng, Song Yupeng. Analysis of characteristics and formation of disturbed soil on subaqueous delta of Yellow River[J]. Rock and Soil Mechanics, 2008, 29(6):1494-1498.

施引文献

资源附件(0)

访问统计