Research Article
Jan 1968
Buckling of Partially Embedded Piles in Sand
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 94, Issue 1
Abstract
Results of loading tests on one-quarter to one-half inch diameter piles partially embedded in dry sand are presented. All piles failed by buckling. The experimental critical buckling loads were found to agree well with the theoretical buckling loads predicted from an equation by Davisson and Robinson, and thus tend to support the use of this theoretical equation for designing full size, long, partially embedded piles against the possibility of buckling.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 94 • Issue 1 • January 1968
Pages: 255 - 270
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jan 1968
Published online: Feb 12, 2021
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Authors
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Kenneth L. Lee, AM.ASCE
Asst.Prof., Dept. of Engrg., Univ. of California, Los Angeles, Calif.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.