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contributor authorC. B. Crouse
contributor authorBehnam Hushmand
contributor authorJ. Enrique Luco
contributor authorH. L. Wong
date accessioned2017-05-08T20:35:39Z
date available2017-05-08T20:35:39Z
date copyrightMarch 1990
date issued1990
identifier other%28asce%290733-9410%281990%29116%3A3%28432%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20608
description abstractForced‐haimonic‐vibration tests, using an eccentric‐mass shaker, were conducted on two small but different concrete foundations. One foundation (Cholame 1E), located in central California, consisted of a 4‐in.–(10‐cm‐) thick, 50‐in.‐ (1.27‐m‐) square slab with corner piers embedded in moderately stiff alluvial deposits. The other foundation (Station 6), a 6‐in.‐ (15‐cm‐) thick,
publisherAmerican Society of Civil Engineers
titleFoundation Impedance Functions: Theory Versus Experiment
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1990)116:3(432)
treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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