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contributor authorPhilip L.‐F. Liu
contributor authorBrian R. Turcotte
contributor authorFred H. Kulhawy
date accessioned2017-05-08T21:09:00Z
date available2017-05-08T21:09:00Z
date copyrightJanuary 1986
date issued1986
identifier other%28asce%290733-950x%281986%29112%3A1%2864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40514
description abstractWave interactions with a sediment trench are examined both theoretically and experimentally. The envelope of the wave amplitudes in front of the sediment trench is measured to evaluate the wave reflection from the trench. Detailed pore water pressure measurements are also made above and within the sediment trench. It is found that the wave reflection is practically zero when the trench is filled with sand. It is also shown that potential theory describes adequately the velocity and pressure field when the trench is not filled with sand. However, when the trench is filled with sand, the Biot consolidation theory gives a better description of the pore water pressure field under wave loading than other theoretical models.
publisherAmerican Society of Civil Engineers
titleWave Propagation Over a Sediment Trench
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1986)112:1(64)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
contenttypeFulltext


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