Effects of cross-correlated multiple spatially random soil properties on wave-induced oscillatory seabed response-Reference-Cited by-同舟云学术

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Effects of cross-correlated multiple spatially random soil properties on wave-induced oscillatory seabed response

Published:2017-01 Issue: Volume:62 Page:57-69
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Peng X.Y.,Zhang L.L.,Jeng D.S.,Chen L.H.,Liao C.C.,Yang H.Q.

Funder

National Basic Research Program of China

Natural Science Foundation of China

Top Grade Young Researchers

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference94 articles.

1. Wave-induced response of seabed: various formulations and their applicability;Ulker;Appl. Ocean Res.,2009

2. Wave-induced seabed instability: difference between liquefaction and shear failure;Zen;Soils Found.,1998

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

4. An integrated model for the wave-induced seabed response around marine structures: model verifications and applications;Jeng;Coast. Eng.,2013

5. Liquefaction Around Marine Structures With CD-ROM);Sumer,2014

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