期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering | |
ANALYTICAL SOLUTION FOR THE WAVE-INDUCED EXCESS PORE-PRESSURE IN A FINITE-THICKNESS SEABED LAYER | |
Waldemar Magda1  | |
[1] University of Hannover | |
关键词: analytical solution; pore pressure; finite thickness layer; bed layer; | |
DOI : 10.9753/icce.v24.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
This paper presents the analytical solution to the wave-induced excess porepressure oscillations in permeable seabed sediments, derived for the case of limited thickness of the seabed layer. In order to show the utility of the analytical solution, a wide parameter study has been performed with a special emphasis to the relative compressibility of the two-phase (soil skeleton - porefluid) medium. The results of example computations are discussed with respect to the accuracy of the 'finite-thickness' analytical solution for the pore-pressure.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020441008ZK.pdf | 193KB | download |