Pore pressure development in the sand bed underneath a caisson breakwater

Proceedings of the Coastal Engineering Conference

Volumn 2005-January, Issue , 2005, Pages 3800-3812

  Kudella, M ^a   Oumeraci, H ^a  

^a TECHNICAL UNIVERSITY OF BRAUNSCHWEIG   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BREAKWATERS; CAISSONS; FOUNDATIONS; HYDRAULIC STRUCTURES; PORE PRESSURE; PRESSURE VESSELS; SOIL LIQUEFACTION; STRUCTURAL LOADS; WATER WAVES;

BREAKING WAVES; DRAINAGE CONDITION; LARGE-SCALE MODEL EXPERIMENTS; LOOSE SANDS; PORE PRESSURE DEVELOPMENT; RESIDUAL SOIL; SAND-BEDS; WAVE FLUMES;

COASTAL ENGINEERING;

EID: 84950312370     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812701916-0307     Document Type: Conference Paper

References (7)

1. Chaney, R.C. & Fang, H.Y. 1991. Liquefaction in the coastal environment: An analysis of case histories. Marine Geotechnology, Vol. 10, 347-370.
2. De Groot, M.B. & Meijers, P. 2004. Wave induced liquefaction underneath gravity structures. Int. Conf. on Cyclic Behaviour of Soils and Liquefaction Phenomena, Bochum, Germany.
3. Ishihara, K. 1993. Liquefaction and flow failure during earthquakes. 33rd Rankine Lecture, Géotechnique 43 (3), 351-415
4. Kudella, M. & Oumeraci, H. 2004. Wave-Induced Pore Pressure in the Sandy Seabed Underneath a Caisson Breakwater - Experimental Results of Large Scale Model Tests. Technical Report, Technical University Braunschweig, Leichtweiss-Institute, 119p. and Annex.
5. Oumeraci, H. 1994. Review and analysis of vertical breakwater failures: Lessons learned. Coastal Engineering. Special Issue on Vertical Breakwaters, Vol. 22(1/2), 3-29.
6. Oumeraci, H.; Kortenhaus, A.; Allsop, N.W.H.; DeGroot, M.B.; Crouch, R.S.; Vrijling, J.K.; Voortman, H.G. 2001. Probabilistic design tools for vertical breakwaters. Lisse, The Netherlands: Balkema.
7. Zen, K.; Umehara, Y. & Finn, W.D.L. 1986. A case study of the wave-induced liquefaction of sand layers under the damaged breakwater. Proc. 3rd Canadian Conference on Marine Geotechnical Engineering, St. John's, Newfoundland, Canada. 505-519.