DISCUSSIONS AND CLOSURES
Sep 1, 1987
Discussion of “Damage to Armor Units: Model Technique” by K. den Boer (September, 1985 Vol. 111, No. 5)
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 113, Issue 5
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References
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Burcharth, H. F. (1983). Comment on “On the structural integrity of dolos units under dynamic loading conditions” by G. W. Timco. Coast. Engrg., 7(1), Elsevier, Amsterdam, the Netherlands, 97–101.
2.
Burcharth, H. F. (1984). “Fatigue in breakwater concrete armour units.” Lab., Rep., Hydraulik og Havnebygning, Aalborg, Denmark.
3.
Grimaldi, F., and Fontana, F. (1984). “Redesign of main breakwaters of Gioia Tauro (Italy).” Proc., Symp. on Maritime Struct. in the Mediterranean Sea, Athens, Greece, Sep., 2.153–2.173.
4.
Halber, D., Stadler, L., and Zwamborn, J. A. (1985). “Design of Ashdod Port Extension, coal unloading terminal for 150 000 dwt bulk carriers.” Proc., 26th PIANC Congress, Brussels, Belgium, Jun., 143–172.
5.
Timco, G. W. (1983). “On the structural integrity of dolps units under dynamic loading conditions.” Coast. Engrg., 7(1), Elsevier, Amsterdam, the Netherlands, 161–170.
6.
Zwamborn, J. A. (1985). “Behavior of dolos structures, particularly in regard to unit strength.” Proc., Workshop on Armour Units, Vicksburg, Miss., in press.
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Copyright © 1987 ASCE.
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Published online: Sep 1, 1987
Published in print: Sep 1987
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J. A. Zwamborn
Head, Maritime Struct. Div., NRIO, South African Council for Sci. and Industrial Res., P.O. Box 320, 7600 Stellenbosch, Republic of South Africa
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