Response of Coulomb-damped poroelastic seabed to waves

被引：0

作者：

Tsai, CP ^{[1
]}

Lee, TL ^{[1
]}

Jeng, DS ^{[1
]}

机构：

[1] Natl Chunghsing Univ, Taichung 40227, Taiwan

来源：

PROCEEDINGS OF THE ELEVENTH (2001) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II | 2001年

关键词：

Coulomb-damping friction; poro-elastic model; wave-induced pore pressure;

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

In this paper, the Coulomb-damping friction is considered in the poro-elastic model for the wave-seabed interaction. A closed-form analytical solution will be presented here. In the model, we couple the water waves and porous seabed with a complex wave number. Thus, the effects of soil properties on the wave characteristics can be examined. The numerical results indicate that the coulomb-damping effect significantly affects the wave-induced pore pressure in a finer seabed (such as fine sand and clay). Also, the wave characteristics have been significantly affected by the wave-induced seabed response.

引用

页码：476 / 481

页数：6

共 11 条

[1] MECHANICS OF DEFORMATION AND ACOUSTIC PROPAGATION IN POROUS MEDIA [J].