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contributor authorM. B. de Groot
contributor authorM. D. Bolton
contributor authorP. Foray
contributor authorP. Meijers
contributor authorA. C. Palmer
contributor authorR. Sandven
contributor authorA. Sawicki
contributor authorT. C. Teh
date accessioned2017-05-08T21:10:41Z
date available2017-05-08T21:10:41Z
date copyrightJuly 2006
date issued2006
identifier other%28asce%290733-950x%282006%29132%3A4%28227%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41622
description abstractUnderstanding of the physical backgrounds is essential for good engineering practice with respect to liquefaction of sandy soils around and beneath marine structures. Several types of liquefaction can be distinguished. The corresponding physical phenomena are briefly described. Among them are: compressibility of soil skeleton, dilation, contraction, elastic versus plastic deformation, interaction between pore water and soil skeleton, compressibility of pore water, monotonic versus cyclic response, instantaneous versus residual liquefaction, drainage and pre-shearing. In each particular case just a limited number of these phenomena is relevant and needs to be modeled. A survey of typical cases is presented and the relevant phenomena are discussed. Most will be elaborated on in other papers appearing in this issue. This paper may help to discover the relationship between the different papers.
publisherAmerican Society of Civil Engineers
titlePhysics of Liquefaction Phenomena around Marine Structures
typeJournal Paper
journal volume132
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2006)132:4(227)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
contenttypeFulltext


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