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contributor authorS. Narasimha Rao
contributor authorY. V. S. N. Prasad
date accessioned2017-05-08T20:36:55Z
date available2017-05-08T20:36:55Z
date copyrightApril 1993
date issued1993
identifier other%28asce%290733-9410%281993%29119%3A4%28786%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21259
description abstractThere are many onshore and offshore situations where the lateral cyclic loading may affect both the pullout and lateral capacity of pile anchors. In this paper, an attempt has been made to study the effect of lateral cyclic loading on pullout capacity of rigid piles in clayey soil through an experimental investigation carried out on model piles. It is found that the reduction in the pullout capacity depends upon lateral deflection of the pile during cyclic loading and on its
publisherAmerican Society of Civil Engineers
titleUplift Behavior of Pile Anchors Subjected to Lateral Cyclic Loading
typeJournal Paper
journal volume119
journal issue4
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1993)119:4(786)
treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
contenttypeFulltext


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