Research Article
May 1965
Design of Laterally Loaded Piles
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 91, Issue 3
Abstract
Methods are presented for the design of laterally loaded piles. These methods are based on the concepts that the deformations at working loads should not be excessive and that complete collapse of the pile group should not occur even under the most adverse conditions. Lateral deflections have been calculated using a coefficient of subgrade reaction. The ultimate lateral resistance has been determined assuming that either the lateral resistance of the soil or the ultimate strength of the pile section has been exceeded. The proposed design method is illustrated by a numerical example.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 91 • Issue 3 • May 1965
Pages: 79 - 99
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: May 1965
Published online: Feb 12, 2021
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Authors
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Bengt B. Broms, M.ASCE
Assoc. Prof. of Civ. Engrg., Cornell Univ., Ithaca, N. Y.
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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.