Experimental and numerical study of the response of a sandbed beneath a caisson breakwater subject to cyclic wave load

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2009, Pages 3619-3631

  Kudella, M ^a   Oumeraci, H ^a  

^a TECHNICAL UNIVERSITY OF BRAUNSCHWEIG   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BREAKWATERS; CAISSONS; COASTAL ENGINEERING; NUMERICAL MODELS; PORE PRESSURE; PRESSURE VESSELS; STRUCTURAL LOADS;

EXCESS PORE PRESSURE; EXPERIMENTAL AND NUMERICAL STUDIES; FOUNDATION SOILS; GENERATION RATE; HYDRODYNAMIC MODEL; LARGE SCALE EXPERIMENTS; NUMERICAL INVESTIGATIONS; SAND FOUNDATION;

FOUNDATIONS;

EID: 84873865999     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789814277426_0300     Document Type: Conference Paper

References (13)

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