๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Wave damping analysis in a porous seabed

โœ Scribed by Nam Hyeong Kim; Yin Lu Young; Soon Bo Yang; Kang Il Park

Book ID
105625120
Publisher
Korean Society of Civil Engineers
Year
2006
Tongue
English
Weight
578 KB
Volume
10
Category
Article
ISSN
1226-7988

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Comparison of existing poroelastic model
Comparison of existing poroelastic models for wave damping in a porous seabed
โœ M. Lin; D.S. Jeng ๐Ÿ“‚ Article ๐Ÿ“… 2003 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 175 KB

Mechanism of wave-seabed interaction has been extensively studied by coastal geotechnical engineers in recent years. Numerous poro-elastic models have been proposed to investigate the mechanism of wave propagation on a seabed in the past. The existing poro-elastic models include drained model, conso

Wave dispersion equation in a porous sea
Wave dispersion equation in a porous seabed
โœ D.S Jeng ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 167 KB

The wave dispersion equation has played a very important role in the development of ocean surface wave theories. The evaluation of the length of a water wave is an essential example of solving the dispersion relation. Conventional ocean wave theories have been based on an assumption of a rigid imper

NON-LINEAR WAVE-INDUCED RESPONSE OF PORO
NON-LINEAR WAVE-INDUCED RESPONSE OF POROUS SEABED: A FINITE ELEMENT ANALYSIS
โœ Jeng, D. S.; Lin, Y. S. ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 401 KB ๐Ÿ‘ 2 views

Conventional investigations of waves-seabed interaction problems have been only concerned with the soil response due to two-dimensional linear progressive waves over a uniform seabed. However, the effects of non-linear waves which have been reported in the literature may be significantly different.