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contributor authorAlf Tørum
date accessioned2017-05-08T21:10:45Z
date available2017-05-08T21:10:45Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%290733-950x%282007%29133%3A1%2883%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41666
description abstractWave induced pore pressures in bottom soils have an influence on the geotechnical stability of structures and may also have an effect on the transport of sand. Wave induced pore pressures in a seabed of sand or clay has been an item for extensive research. One of the major difficulties in analyzing and interpreting both laboratory and field data has been related to the question of air/gas content in the pores of fine soil. Only a small fraction of air/gas significantly changes the bulk modulus of the water/gas mixture and also the attenuation of the wave induced pressures in the soil with depth. The reason for the difficulty of analyzing data has been the lack of good instrumentation for measuring the gas content in the seabed soil.
publisherAmerican Society of Civil Engineers
titleWave-Induced Pore Pressures—Air/Gas Content
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2007)133:1(83)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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