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Numerical Analysis on Cnoidal Wave Induced Response of Porous Seabed with Definite Thickness 被引量：2

Numerical Analysis on Cnoidal Wave Induced Response of Porous Seabed with Definite Thickness
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摘要 Severe water waves can induce seabed liquefaction and do harm to marine structures. Dynamic response of seabed with definite thickness induced by cnoidal water waves is investigated numerically. Biot＇s consolidation equations are employed to model the seabed response. Parametric studies are carried out to examine the influence of the air content in the pore water and the soil hydraulic conductivity. It is been shown that the air content and soil hydraulic conductivity can significantly affect the pore pressure in seabed. An increase of air content and/or a decrease of soil hydraulic conductivity can change the pore pressure gradient sharply. Severe water waves can induce seabed liquefaction and do harm to marine structures. Dynamic response of seabed with definite thickness induced by cnoidal water waves is investigated numerically. Biot's consolidation equations are employed to model the seabed response. Parametric studies are carried out to examine the influence of the air content in the pore water and the soil hydraulic conductivity. It has been shown that the air content and soil hydraulic conductivity can significantly afect the pore pressure in seabed. An increase of air content and/or a decrease of soil hydraulic conductivity can change the pore pressure gradient sharply.
作者 徐云峰 夏小和 王建华 陈锦剑
机构地区 Department of Civil Engineering
出处 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第6期650-654,共5页 上海交通大学学报（英文版）
基金 the National Natural Science Foundation of China(No.41272317)
关键词 cnoidal water wave Biot’s consolidation equation SEABED pore pressure
分类号 P753 [交通运输工程—港口、海岸及近海工程]
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参考文献13

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同被引文献16

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二级引证文献4

Journal of Shanghai Jiaotong university(Science)
2013年 第6期

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