Research Article
Feb 1958
Model Study of a Dynamically Laterally Loaded Pile
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 84, Issue 1
Abstract
Dimensionally scaled model of vertical pile in soft soil has been dynamically tested; results indicate that low frequency oscillatory lateral load induces pile bending moments which closely correspond to moments caused by same load applied statically.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 84 • Issue 1 • February 1958
Pages: 1535-1 - 1535-33
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Feb 1958
Published online: Feb 12, 2021
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Authors
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R. D. Gaul, JM.ASCE
Oceanographic Engr., Marine Advisers, La Jolla, California
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.