Displacement of monolithic rubble-mound breakwater crown-walls

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2012, Pages

  Nørgaard, Jørgen Quvang Harck ^a   Andersen, Lars Vabbersgaard ^a   Andersen, Thomas Lykke ^a   Burcharth, Hans F ^a  

^a AALBORG UNIVERSITY   (Denmark)

Author keywords

Crown wall; Finite Element model; Physical modeling; Rubble mound breakwater; Sliding

Indexed keywords

CAISSONS; CLIMATE CHANGE; COASTAL ENGINEERING; FINITE ELEMENT METHOD; FOUNDATIONS; PRESSURE VESSELS; SEAWATER; STRUCTURAL LOADS; WATER LEVELS;

CROWN WALLS; DYNAMIC CALCULATIONS; ONE-DIMENSIONAL MODEL; PHYSICAL MODEL; PHYSICAL MODEL TEST; PRACTICAL IMPORTANCE; RUBBLE MOUND BREAKWATERS; SLIDING;

BREAKWATERS;

EID: 85086490823     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.9753/icce.v33.structures.7     Document Type: Conference Paper

References (5)

1. Andersen, L., Burcharth, H. F., & Lykke Andersen, T. (2010): Validity of simplified Analysis of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads. Proc. of the 32nd Int. Conf. on Coastal Eng.: Shanghai China.
2. Burcharth, H. F., Liu, Z., & Troch, P. (1999). Scaling of Core Material in Rubble-mound Breakwater Model Tests. Proc. of the Fifth International Conference on Coastal and Port Engineering in Developing Countries, Cape Town, South Africa(s. 1518-1528).
3. Burcharth, H. F., Andersen, L. & Lykke Andersen, T. (2008): Analyses of Stability of Caisson Breakwaters on Rubble Foundation Exposed to Impulsive Loads. Proc. of the 31st Int. Conf. on Coastal Eng.: Hamburg, Germany, pp. 3606-3618.
4. Pedersen, J. (1996). Wave Forces and Overtopping on Crown-walls of Rubble-mound Breakwaters. Ph.d. thesis, Aalborg University.
5. Simulia. 2010. ABAQUS Version 6.10 Documentation, Dassault Systèmes Simulia Corp., Providence, RI, USA.