Research Article
Dec 1978
Analysis of Deformation of Vertically Loaded Piles
Authors: Mark F. Randolph and C. Peter WrothAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 12
Abstract
An approximate closed-form solution has been obtained to the problem of a vertically loaded pile in a linear elastic soil. This solution has been derived by uncoupling the load-transfer for the pile into separate shaft and base components. Throughout the development of the analysis, well-proven numerical techniques have been used to verify that the assumptions made are reasonable. The final form of the solution gives the load-settlement ratio of the pile in terms of the pile geometry and stiffness and soil stiffness. The analysis has been used to back-analyze pile tests, enabling immediate estimates of the soil stiffness profile to be made from the measured load-settlement curve of the pile. The application of the method to pile design is demonstrated—design curves being sketched for piles of different geometries in two typical soft clay deposits.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 12 • December 1978
Pages: 1465 - 1488
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Dec 1978
Published online: Feb 11, 2021
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Authors
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Mark F. Randolph
Univ. Asst. Leet., Cambridge Univ., Cambridge, England
C. Peter Wroth
Reader in Soil Mechanics, Cambridge University, Cambridge, England
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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.
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