Show simple item record

contributor authorGeorge Bouckovalas
contributor authorRobert V. Whitman
contributor authorW. Allen Marr
date accessioned2017-05-08T20:33:29Z
date available2017-05-08T20:33:29Z
date copyrightNovember 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A11%281606%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19505
description abstractThis paper presents a numerical model for calculating permanent strains and stresses in sand caused by cyclic loading. The model is fitted to the results of drained static and cyclic triaxial tests. The model can predict permanent stresses and strains resulting from drained or undrained cyclic loading under various boundary conditions. Predictions of the model are compared with experimental results from cyclic odometer tests and cyclic undrained triaxial tests. Good correlation exists between the predicted and measured response.
publisherAmerican Society of Civil Engineers
titlePermanent Displacement of Sand With Cyclic Loading
typeJournal Paper
journal volume110
journal issue11
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:11(1606)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record