z-logo
open-access-imgOpen Access
RELIABILITY BASED DESIGN OF RUBBLE-MOUND BREAKWATER
Author(s) -
Masato Yamamoto,
Kazumasa Mizumura,
Taiji Endo,
Naofumi Shiraishi
Publication year - 1988
Publication title -
coastal engineering proceedings
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v21.153
Subject(s) - breakwater , rubble , armour , reliability (semiconductor) , geotechnical engineering , probabilistic logic , engineering , structural engineering , civil engineering , layer (electronics) , mathematics , materials science , statistics , power (physics) , physics , quantum mechanics , composite material
The object of this present research is to study probabilistic design of armor blocks protecting composite breakwaters and to produce optimum design methodology for S-shaped breakwaters in terms of failure probability and construction cost. Failure probability in the vicinity of the still water level is greatest in the case of uniform sloped breakwaters. Therefore,S-shaped breakwaters of which the slope near the still water level is milder have a reduced risk of damage compared to uniform sloped ones. The optimum design index presents good economics and reliability in rubble-mound breakwater design.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom