Damage progression and stabilization of low crested rubble mounds under breaking waves

Author(s)Strazzella, Michele
Date Accessioned2022-11-01T11:45:02Z
Date Available2022-11-01T11:45:02Z
Publication Date2022
SWORD Update2022-08-10T19:09:54Z
AbstractThe rehabilitation timing of a damaged rubble mound structure depends on the remaining capacity of the deteriorated structure. A laboratory experiment was conducted in a wave flume to measure the remaining capacity of a low-crested rubble mound inside the surf zone on a sand beach. The formation of a bar and trough feature modified wave conditions at the toe of the structure. Wave transmission over and through the structure increased with the lowering of the mound crest. The mound with a double armor layer on smaller core stones was exposed to irregular wave action lasting 22.2 hours. Some of the core stone was visible through holes of the thinned armor layer but remained in place. The crest lowering reduced wave action on the damaged mound. On the other hand, the mound with a single armor layer did not stabilize itself because of the core stone removal after 7.8 hours. The rubble mound structure was resilient as long as the core stone was protected.en_US
AdvisorKobayashi, Nobuhisa
DegreeM.C.E.
DepartmentUniversity of Delaware, Department of Civil and Environmental Engineering
DOIhttps://doi.org/10.58088/08e3-1e86
Unique Identifier1349454555
URLhttps://udspace.udel.edu/handle/19716/31548
Languageen
PublisherUniversity of Delawareen_US
URIhttps://login.udel.idm.oclc.org/login?url=https://www.proquest.com/dissertations-theses/damage-progression-stabilization-low-crested/docview/2701026343/se-2?accountid=10457
KeywordsBreaking wavesen_US
KeywordsDamage rubble mounden_US
KeywordsSurf zoneen_US
KeywordsWave transmissionen_US
TitleDamage progression and stabilization of low crested rubble mounds under breaking wavesen_US
TypeThesisen_US
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