Research Article
Aug 1981
Piles Subjected to Torsion
Author: M.F. RandolphAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 8
Abstract
Analytical solutions are presented for the torsional response of piles embedded in elastic soil that is either homogeneous or where the stiffness is proportional to depth. The solutions are extended to more general variations of soil stiffness with depth and to cover behavior after peak shaft adhesion between pile and soil. Full scale torsion load tests are studied, and an analogy is suggested between the behavior of piles subjected to torsion loading and that of long compressible piles subjected to axial loading.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 8 • August 1981
Pages: 1095 - 1111
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Aug 1981
Published online: Feb 11, 2021
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M.F. Randolph
Univ. Asst. Lect., Univ. Engrg. Dept., Trumpington Street, CB2 IPZ, Cambridge Univ., 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.
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.