Validity of simplified analysis of stability of caisson breakwaters on rubble foundation exposed to impulsive loads

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2010, Pages

  Andersen, Lars ^a   Burcharth, Hans Falk ^a   Andersen, Thomas Lykke ^a  

^a AALBORG UNIVERSITY   (Denmark)

Author keywords

Caisson breakwater; Dynamic pore pressure; Geotechnical failure; Wave impact

Indexed keywords

COMPUTATIONAL MODEL; DYNAMIC PORE PRESSURE; FULLY-COUPLED; GEOTECHNICAL; IMPULSIVE LOADS; MATERIAL RESPONSE; SIMPLIFIED ANALYSIS; VERTICAL BREAKWATER; WAVE IMPACTS;

BREAKWATERS; CAISSONS; COASTAL ENGINEERING; DEFORMATION; FOUNDATIONS; OFFSHORE STRUCTURES; PORE PRESSURE; SOILS;

PRESSURE VESSELS;

EID: 84864459681     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

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