A probabilistic model of rubble mound armor stability-Reference-Cited by-同舟云学术

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A probabilistic model of rubble mound armor stability

Published:1990-08 Issue:4 Volume:14 Page:307-331
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Wang Hsiang,Peene Steven J

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference14 articles.

1. Run-up distribution of waves breaking on slopes;Battjes;J. Waterw., Harbors Coastal Eng. Div., ASCE,1971

2. Design and Construction of Mounds for Breakwaters and Coastal Protection,1985

3. Parameters affecting stability of rubble mounds;Bruun;J. Waterw., Harbors Coastal Eng. Div., ASCE,1976

4. Stability of sloping structures in relation to the ζ=tanθHL0 criteria in design;Bruun;Coastal Eng.,1978

5. Design of quarry-Stone cover layer for rubble mound breakwaters;Hudson;Waterw. Exp. Station, Res. Rep. 2-2,1958

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Damage in Rubble Mound Breakwaters. Part I: Historical Review of Damage Models;Journal of Marine Science and Engineering;2020-04-30

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