Effect of cross-anisotropic behaviour on wave-induced seabed response

Geotechnique

Volumn 48, Issue 4, 1998, Pages 555-561

  Jeng, D S ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Anisotropy; Failure; Offshore engineering; Pore pressures; Soil structure interaction; Waves wave loading

Indexed keywords

ANISOTROPY; BREAKWATERS; COASTAL ENGINEERING; FLOW INTERACTIONS; GEOTECHNICAL ENGINEERING; OCEAN ENGINEERING; PORE PRESSURE; SEDIMENTS; SHEAR STRESS; SOIL STRUCTURE INTERACTIONS; UNDERWATER SOILS; WATER WAVE EFFECTS;

WAVE-SEABED INTERACTION;

SOIL MECHANICS;

DYNAMIC RESPONSE; SEA FLOOR; WAVE ACTION;

EID: 0347177647     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.4.555     Document Type: Article

References (8)

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5. Jeng, D. S. (1997). Wave-induced seabed response in front of a breakwater. PhD thesis, University of Western Australia.
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