Pore pressure response of seabed in standing waves and its mechanism-Reference-Cited by-同舟云学术

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Pore pressure response of seabed in standing waves and its mechanism

Published:2014-09 Issue: Volume:91 Page:213-219
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Wang Hu,Liu Hong-jun,Zhang Min-sheng

Funder

National Natural Science Foundation of China

Doctoral Program of the Ministry of Education

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference34 articles.

1. General theory of three-dimensional consolidation;Biot;Appl. Phys.,1941

2. Theory of propagation of elastic waves in a fluidsaturated porous solid. Part 1: low-frequency range;Biot;Acoust. Soc. Am.,1956

3. An experimental study on non-linear progressive wave-induced dynamic stresses in seabed;Chang;Ocean Eng.,2007

4. Solutions of pore pressure build up due to progressive waves;Cheng;Int. J. Numer. Anal. Methods Geomech.,2001

5. Laboratory study of liquefaction due to wave-seabed interaction;Chowdhury;J. Geotech. Geoenviron.,2006

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