Numerical simulation of the wave-induced dynamic response of poro-elastoplastic seabed foundations and a composite breakwater-Reference-Cited by-同舟云学术

Numerical simulation of the wave-induced dynamic response of poro-elastoplastic seabed foundations and a composite breakwater

Published:2015-01 Issue:1 Volume:39 Page:322-347
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Ye Jianhong,Jeng Dongsheng,Wang Ren,Zhu Changqi

Publisher

Elsevier BV

Subject

Applied Mathematics,Modeling and Simulation

Reference65 articles.

1. Large rubble-mound breakwater failures;Harlow;J. Waterw. Port Coastal Ocean Eng. ASCE,1980

2. K. Zen, Y. Umehara, W.D.L. Finn, A case study of the wave-induced liquefaction of sand layers under damaged breakwater, in: Proceeding 3rd Canadian Conference on Marine Geotechnical Engineering, Canada, pp. 505–520, 1985.

3. Sines revisited;Silvester;J. Waterw. Port Coastal Ocean Eng. ASCE,1989

4. H. Lundgren, J.H.C. Lindhardt, C.J. Romold, Stability of breakwaters on porous foundation, in: Proceeding of 12th International Conference on Soil Mechanics and Foundation Engineering, vol. 1, pp. 451–454, 1989.

5. Breakwater failure brings lessons (ltr);Sorenson;Civil Eng. – ASCE,1992

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