Research Article
Mar 1964
Lateral Resistance of Piles in Cohesive Soils
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 90, Issue 2
Abstract
Methods are presented for the calculation of the deflections at working loads, the ultimate lateral resistance, and moment distribution for laterally loaded single piles and pile groups. Both unrestrained and restrained piles have been considered. The lateral deflections have been calculated using the concept of a coefficient of subgrade reaction. The ultimate lateral resistance has been evaluated. The results from the proposed methods of analysis have been compared with available test data. Satisfactory agreement was found at working loads between measured and calculated deflections and between measured and calculated maximum bending moments.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 90 • Issue 2 • March 1964
Pages: 27 - 63
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Mar 1964
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.