Analyses of stability of caisson breakwaters on rubble foundation exposed to impulsive loads

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2009, Pages 3606-3618

  Burcharth, H F ^a   Andersen, L ^a   Andersen, T Lykke ^a  

^a AALBORG UNIVERSITY   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

ABAQUS; BREAKWATERS; CAISSONS; COASTAL ENGINEERING; FOUNDATIONS; PRESSURE VESSELS; SOILS;

DEFORMATION CHARACTERISTICS; EQUIVALENT STATIC LOADS; IMPULSIVE LOADING; IMPULSIVE LOADS; OVERALL STABILITIES; SLIDING DISTANCES; STABILITY CALCULATION; TWO-DIMENSIONAL FINITE ELEMENT ANALYSIS;

SAFETY ENGINEERING;

EID: 84873851017     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789814277426_0299     Document Type: Conference Paper

References (3)

1. Burcharth, H. F., Lykke Andersen, T. and Meinert, P. 2008. The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadings on Monolithic Structures. Proc. COPEDEC VII, Dubai, UAE
2. Goda, Y. 1974. A new method of wave pressure calculation for the design of composite breakwaters. Proc. 14th Int. Conf. Coastal Eng., Copenhagen, pp. 1702-1720
3. Takahashi, S., Tanimoto, K. and Shimosako, K. 1994. A proposal of impulsive pressure coefficient for the design of composite breakwaters. Proc. Int. Conf. Hydro-Technical Eng. Port and Harbour Construction, Yokosuka, pp. 438-457