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contributor authorM. C. Wang
contributor authorW. P. Liao
date accessioned2017-05-08T20:34:49Z
date available2017-05-08T20:34:49Z
date copyrightSeptember 1987
date issued1987
identifier other%28asce%290733-9410%281987%29113%3A9%281044%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20172
description abstractThe active length of single free-head vertical piles, subjected to lateral pulse loadings at the pile head was analyzed by using the method of direct analysis. Direct analysis employs the numerical approach based on the principle of beam on elastic foundation. Piles with different materials and soil conditions were analyzed for various load durations. Results of the analysis show a relationship between the active pile length and the load duration. Knowledge of this relationship may be useful for designing a safe and economical pile foundation subjected to pulse lateral loadings.
publisherAmerican Society of Civil Engineers
titleActive Length of Laterally Loaded Piles
typeJournal Paper
journal volume113
journal issue9
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1987)113:9(1044)
treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
contenttypeFulltext


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