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contributor authorJamshid Ghaboussi
contributor authorS. Umit Dikmen
date accessioned2017-05-08T20:33:40Z
date available2017-05-08T20:33:40Z
date copyrightMay 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A5%28645%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19578
description abstractThe effective stress method of analysis described in a comparison paper is used to study the effect of various factors on the response and the liquefaction potential of saturated sands. Through a number of analyses, a comparison is made between the results of total stress analysis and effective stress analysis. Analyses are performed to study the effects of the earthquake type, peak base acceleration, depth of water table and coefficient of permeability. The influence of these factors on the pore pressure build up, characteristics of ground surface response and the liquefaction potential are studied.
publisherAmerican Society of Civil Engineers
titleEffective Stress Analysis of Seismic Response and Liquefaction: Case Studies
typeJournal Paper
journal volume110
journal issue5
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:5(645)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 005
contenttypeFulltext


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