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contributor authorB. Mutlu Sumer
contributor authorAtilla Ansal
contributor authorK. Onder Cetin
contributor authorJesper Damgaard
contributor authorA. Riza Gunbak
contributor authorNiels-Erik Ottesen Hansen
contributor authorAndrzej Sawicki
contributor authorCostas E. Synolakis
contributor authorAhmet Cevdet Yalciner
contributor authorYalcin Yuksel
contributor authorKouki Zen
date accessioned2017-05-08T21:10:44Z
date available2017-05-08T21:10:44Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%290733-950x%282007%29133%3A1%2855%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41664
description abstractThis paper gives a state-of-the-art review of seismic-induced liquefaction with special reference to marine structures. The paper is organized in seven sections: (1) introduction; (2) seismic-induced liquefaction in which a general account of soil liquefaction is presented; (3) existing codes/guidelines regarding seismic-induced liquefaction and its implications for marine structures; (4) review of the Japanese experience, giving a brief history of earthquakes and design codes, describing the current design code/standard for port and harbor facilities including counter measures and remediation; (5) review of the liquefaction damage inflicted on marine structures in the 1999 Turkey Kocaeli Earthquake, including recommendations which draw on the lessons learned; (6) assessment of postliquefaction ground deformation (more specifically of lateral ground spreading); and (7) tsunamis and their impact. The present paper and the existing guidelines (CEN, ASCE, and PIANC) form a complementary source of information on earthquake-induced liquefaction with special reference to its impact on marine structures.
publisherAmerican Society of Civil Engineers
titleEarthquake-Induced Liquefaction around Marine Structures
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2007)133:1(55)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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