Show simple item record

contributor authorPeiji Yu
contributor authorF. E. Richart, Jr.
date accessioned2017-05-08T20:33:34Z
date available2017-05-08T20:33:34Z
date copyrightMarch 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A3%28331%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19544
description abstractResonant column tests involving anisotropic confining conditions were conducted to evaluate static stress condition, especially stress ratio effects on the low‐amplitude dynamic shear modulus,
publisherAmerican Society of Civil Engineers
titleStress Ratio Effects on Shear Modulus of Dry Sands
typeJournal Paper
journal volume110
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:3(331)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record