Permanent displacement of composite breakwaters subject to wave impact

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 125, Issue 1, 1999, Pages 1-8

  Ling, Hoe I ^a   Cheng, Alexander H D ^b   Mohri, Yoshiyuki ^c   Kawabata, Toshinori ^d  

^a Och Spine at New York Presbyterian Hospitals   (United States)

^b UNIVERSITY OF DELAWARE   (United States)

^c FOOD RESEARCH INSTITUTE   (Japan)

^d KUBOTA CORPORATION   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE MATERIALS; EQUATIONS OF MOTION; IMPACT RESISTANCE; NUMERICAL ANALYSIS; SHOCK WAVES; WATER WAVES;

COMPOSITE BREAKWATER DISPLACEMENT; WAVE IMPACT;

BREAKWATERS;

BREAKWATER; CAISSON; COASTAL PROTECTION; COASTAL STRUCTURE; DESIGN; WAVE FORCE;

BREAKWATER; CAISSON; COASTAL PROTECTION; COASTAL STRUCTURE; DESIGN METHOD; WAVE ACTION;

EID: 0032962220     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(1999)125:1(1)     Document Type: Article

References (31)

1. Dean, R. G., and Dalrymple, R. A. (1991). Water wave mechanics for engineers and scientists, World Scientific, River Edge, N.J.
2. Franco, L. (1994). "Vertical breakwater: The Italian experience." Coast. Engrg., 22, 31-55.
3. Goda, Y. (1973). "A new method of wave pressure calculation for the design of composite breakwaters." Rep. of Port and Harbour Res. Inst., 12(3), 31-69 (in Japanese).
4. Goda, Y. (1974). "New wave pressure formulae for composite breakwaters." Proc., 14th Int. Conf. on Coast. Engrg., ASCE, Reston, Va., 1702-1720.
5. Goda, Y. (1985). Random seas and design of maritime structures. University of Tokyo Press, Tokyo.
6. Goda, Y. (1994). "Dynamic response of upright breakwaters to impulsive breaking wave forces." Coast. Engrg., 22, 135-158.
7. Hiroi, I. (1919). "On a method of estimating the force of waves." J. College of Engrg., University of Tokyo, 10(11), 1-19.
8. Horikawa, K., Ozawa, Y., and Takahashi, K. (1972). "Expected sliding distance of high mound composite breakwater." Proc., Coast. Engrg., Tokyo, 19, 351-356 (in Japanese).
9. Ito, Y., Fujishima, M., and Kitatani, T. (1966). "On the stability of breakwaters." Rep. of Port and Harbour Res. Inst., 5(14).
10. Klammer, P., Oumeraci, H., and Partenscky, H.-W. (1994). "Oscillatory motions and permanent displacements of caisson breakwaters subject to impulsive breaking wave loads." Proc., 24th Int. Conf. on Coast. Engrg., ASCE, Reston, Va., 1255-1268.
11. Kobayashi, M., Terashi, M., and Takahashi, K. (1987). "Bearing capacity of a rubble mound supporting a gravity structure." Rep. of Port and Harbour Res. Inst., 26(5), 215-252.
12. Ling, H. I., and Cheng, A. D.-H. (1997). "Rock block sliding under seismic force." Int. J. Rock Mech. and Min. Sci., 34(6), 1021-1029.
13. Ling, H. I., and Leshchinsky, D. (1997). "Seismic stability and permanent displacement of landfill cover systems." J. Geotech. and Geoenvir. Engrg., ASCE, 123(2), 113-122.
14. Ling, H. I., Leshchinsky, D., and Perry, E. B. (1997). "Seismic design and performance of geosynthetic-reinforced soil structures." Géotechnique, London, 47(5), 933-952.
15. Minikin, R. R. (1950). Winds, waves and maritime structures. Griffin, London.
16. Nagai, S. (1963). "Sliding of composite-type breakwaters by breaking waves." J. Wtrwy. and Harb. Div., ASCE, 89(1), 1-20.
17. Newmark, N. M. (1965). "Effects of earthquakes on dams and embankments." Géotechnique, London, 15(2), 139-159.
18. Oumeraci, H. (1994). "Review and analysis of vertical breakwater failures - lessons learned." Coast. Engrg., 22, 3-29.
19. Oumeraci, H., and Kortenhaus, A. (1994). "Analysis of the dynamic response of caisson breakwater." Coast. Engrg., 22, 159-183.
20. Oumeraci, H., Kortenhaus, A., and Klammer, P. (1996). "Displacement of caisson breakwaters induced by breaking wave impacts." Advances in coastal structures and breakwaters, Thomas Telford, London, 50-63.
21. Richards, R. J., and Elms, D. G. (1979). "Seismic behavior of gravity retaining walls." J. Geotech. Engrg., ASCE, 101(2), 167-188.
22. Sainflou, G. (1928). "Essai sur les digues maritimes verticales." Annales des Ponts et Chaussées, Paris, 98(11), 5-48.
23. Sekiguchi, H., and Kobayashi, S. (1994). "Sliding of caissons on rubble mound by wave forces." Proc., 13th Int. Conf. on Soil Mech. and Found. Engrg., Balkema, Rotterdam, The Netherlands, 1137-1140.
24. Sekiguchi, H., and Ohmaki, S. (1992). "Overturning of caissons by storm waves." Soils and Found., Tokyo, 32(3), 144-155.
25. Shimosako, K., Takahashi, S., and Tanimoto, K. (1994). "Estimating the sliding distance of composite breakwaters due to wave forces inclusive of impulsive forces." Proc., 24th Int. Conf. on Coast. Engrg., ASCE, Reston, Va., 1580-1594.
26. Shore protection manual. (1984). Department of the Army, U.S. Army Corps of Engineers, Washington, D.C.
27. Takahashi, S. (1997). "Breakwater design." Handbook of port and harbor engineering, by G. P. Tsinker, ed., Chapman & Hall, New York, 951-1043.
28. Tanimoto, K., and Takahashi, S. (1994). "Design and construction of caisson breakwater - the Japanese experience." Coast. Engrg., 22, 57-77.
29. Technical standards for port and harbour facilities with expository comments. (1989). Bureau of Ports and Harbours, Ministry of Transport, Tokyo (in Japanese).
30. Terashi, M., and Kitazume, M. (1987). "Bearing capacity of a foundation on top of high mound subjected to eccentric and inclined load." Rep. of the Port and Harbour Res. Inst., 26(2), 3-24.
31. Zienkiewicz, O. C., and Taylor, R. L. (1991). The finite element method, 4th Ed., Vol. 2, McGraw-Hill, New York.