STABILITY PREDICTION ON ARMOR BLOCKS FOR SUBMERGED BREAKWATER BY COMPUTATIONAL FLUID DYNAMICS
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References
Asakawa, T., Sato, H., Kuchinomachi, M. and M. Noguchi, 1992. Experimental study on stability of concrete armour units for artificial reefs. Proceedings of Coastal Engineering, JSCE, Vol.39, pp.656-660, (in Japanese).http://dx.doi.org/10.2208/proce1989.39.656
CIRIA (Construction Industry Research and Information Association), 1991. Manual on the use of rock in coastal and shoreline engineering. CIRIA Special publication 83, A.A.ALKEMA Publishers, 607p.
Hiramatsu, H. and S. Sato, 2010. Stability and Beach Erosion Control Performance of Submerged Sand Pack Breakwater. Journal of JSCE, Ser. B2 (Coastal Engineering), Vol.66, pp.656-660. (in Japanese).
Hudson, R. Y., 1959. Laboratory investigation of rubble-mound breakwaters. Proc. ASCE, Vol.85, WW3, pp.93-121.
Isobe, M., Takahashi, S., Yu, S. P., Sakakiyama, T., Fujima, K., Kawasaki, K., Jiang, Q., Akiyama, M. and H. Oyama, 1999. Interim report on development of numerical wave flume for maritime structure design. Proceedings of Civil Engrg in the Ocean, Vol.15, pp. 321-326, JSCE., (in Japanese).http://dx.doi.org/10.2208/prooe.15.321
Japan Society of Civil Engineers, 2000. Design Manual for Coastal Facilities, Maruzen Co., Ltd., 577p.
Kondo, M., Arikawa, T., Seki, K. and H. Murakawa, 2009. Damage Mechanism of Armor Units at the Breakwater Head Using the 3D Numerical Wave Tank. Journal of JSCE, Ser. B2 (Coastal Engineering), Vol.65, pp.861-865. (in Japanese).
Matsumoto, A., Yamamoto, M. and A. Mano, 2011a. Evaluation of the Critical Condition on Armor Block Stability for Submerged Breakwaters, Proceedings of Coastal Structures 2011, ASCE. Yokohama, in press.
Matsumoto, A., Yamamoto, M. and A. Mano. 2011b. A Light Concrete Block Stabilized by Distributed Holes for Submerged Breakwaters. Journal of Coastal Research, Special Issue 64, pp.567-571.
Nakayama, A., 1993. Experimental study on hydraulic characteristics and stability of artificial reef, Proceedings of Coastal Engineering. JSCE, Vol.40, pp.816-820, (in Japanese).
Noguchi, K., Torii, K., Hitomi, H., Fueta, S., Maruyama, J., Kisida, H. and S. Yamasaki, 2002.
Nationwide investigations on artificial reef and gentle slope-type coastal dike. Proceedings of Coastal Engineering, JSCE, Vol.49, pp. 921-925. (in Japanese).
Okamoto, S. and S. Kawano, 1993. Experimental study on the damage mechanism of armor units of artificial reefs. Proceedings of Coastal Engineering, JSCE, Vol.49, pp. 921-925. (in Japanese).
Okuma, Y., Kyono, T., Shibasaki, N., Yasuda, K. and O. Nakano, 2003. Study on Cover Block Stability of Caisson Considered Difference of Damaged Degree Based on Wave Velocity. Proceedings of Coastal Engineering, JSCE, Vol.50, pp.751-755, (in Japanese).http://dx.doi.org/10.2208/proce1989.50.751
Open CFD Ltd., 2011. URL: http://www.openfoam.com/; accessed on December 13, 2011.
Van der Meer, J. W., Allsop, N. W. H., Pilarczyk, K. W., Stam, C. -J., Powell, K. and Burcharth, H., 1991. Manual on the use of rock in coastal and shoreline engineeringCIRIASpecial Publication 83, CUR Report l54, pp. 269-270.
Van der Meer, J.W. and K.W. Pilarczyk, 1990. Stability of low-crested and reef breakwaters. Proceedings of the 22th International Conference on Coastal Engineering (Delft, the Netherlands), pp. 1375-1388.
Vidal, C., Losada, M.A. and E.P.D. Mansard, 1995. Stability of low-crested rubble-mound breakwater heads. Journal of Waterways, Port, Coastal, and Ocean Engineering, Vol.121, No.2, pp. 114-122.http://dx.doi.org/10.1061/(ASCE)0733-950X(1995)121:2(114)
Vidal, C., Medina, R. and F.L. Martin, 2000. A methodology to assess the armor unit stability of lowcrested and submerged rubble-mound breakwaters. Proceedings of the Coastal Structures '99 (Santander, Spain), pp. 721-725.
Yamamoto M. and Asakawa T., 1982. Stability analysis for rubble-mound foundation through irregular wave test, Proceedings of the 18th International Conference on Coastal Engineering (Cape Town, South Africa), pp. 2129-2143.
PMid:7178004
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