Breaking wave-induced response of composite breakwater and liquefaction in seabed foundation

Author:

Jianhong Ye,Dongsheng Jeng,Liu P.L.-F.,Chan A.H.C.,Ren Wang,Changqi Zhu

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference41 articles.

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

2. The theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low-frequency range;Biot;J. Acous. Soc. Am.,1956

3. Effects of dynamic soil behaviour on the wave-induced seabed response;Cha;Int. J. Ocean Eng. Technol.,2002

4. Breaking wave loads at vertical seawalls and breakwaters;Cuomo;Coast. Eng.,2010

5. Dynamic response and sliding distance of composite breakwaters under breaking and non-breaking wave attack;Cuomo;Coast. Eng.,2011

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