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contributor authorMilos Novak
contributor authorBahaa El Sharnouby
date accessioned2017-05-08T20:33:20Z
date available2017-05-08T20:33:20Z
date copyrightJuly 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A7%28961%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19425
description abstractStiffness constants and constants of equivalent viscous damping are presented for single, vertical piles in the form of tables and charts. The soil shear modulus is either constant or varies with depth according to a quadratic parabola. The butt is either fixed or pinned. The piles are presumed to be both end bearing and pinned. Geometric as well as material damping is considered.
publisherAmerican Society of Civil Engineers
titleStiffness Constants of Single Piles
typeJournal Paper
journal volume109
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:7(961)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
contenttypeFulltext


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