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contributor authorD. Scott
contributor authorD. Turcke
contributor authorW. F. Baird
date accessioned2017-05-08T21:09:24Z
date available2017-05-08T21:09:24Z
date copyrightJanuary 1990
date issued1990
identifier other%28asce%290733-950x%281990%29116%3A1%28120%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40788
description abstractThe analysis of the structural integrity of a breakwater using concrete armor units in a physical model is presented for the first time. The key element in this analysis procedure is an instrumented dolos unit, which acts as a load measuring device. This load cell enables the primary generalized forces of moment and torque in the unit to be monitored when subjected to wave attack. A typical rubble‐mound breakwater is designed for the analysis. A total of 36 tests are conducted, with the instrumented dolos unit placed at different locations within the breakwater armor layer. The test results show that, despite the use of armor units that are stable under a single regular wave condition, structural failure could occur and, thus, demonstrate the inadequacy of the armor unit, as designed. Throughout the tests, the instrumented dolos performed with a high degree of reliability and sensitivity.
publisherAmerican Society of Civil Engineers
titleStructural Modeling of Dolos Armor Units
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1990)116:1(120)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
contenttypeFulltext


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