Research Review on Bearing Capacity Behavior of Pile Foundation under Lateral Load

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Abstract:

Based on review of current study on pile foundation under lateral load, an introduciton is given to some theoretical methods commonly used at home and aboard, with emphasis placed on the elastic subgrade reaction method and the p-y method as well as their characteristics and applicability, and some problems needed for further study are put forward. The present study provides a train of thought for further research on the behavior of large-diameter pile under lateral load.

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Periodical:

Advanced Materials Research (Volumes 594-597)

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2740-2743

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Online since:

November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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