The joint effect of the wave height and period on the stability of rubble mound breakwaters using Iribarren's number-Reference-Cited by-同舟云学术

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The joint effect of the wave height and period on the stability of rubble mound breakwaters using Iribarren's number

Published:1979-01 Issue: Volume:3 Page:77-96
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Losada Miguel A.,Gimenez-Curto Luis A.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference15 articles.

1. Wave period effect on the stability of rip-rap;Ahrens;Proc. Civ. Eng. Oceans,1975

2. Parameters affecting stability of rubble mounds, Closure;Bruun;ASCE J. Waterw., Port Coastal Ocean Div.,1977

3. Stability of sloping structures in relation to ξ = tanα(HLo) risk criteria in design;Bruun;Coastal Eng.,1978

4. Diques de escollera;Castro,1933

5. Test on a 1:2.5 rubble mound breakwater irregular waves;Günbak,1978

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