TECHNICAL NOTES
Feb 1, 1988
Torsional Resistance of Single Pile in Layered Soil
Authors: R. A. G. Hache and A. J. ValsangkarAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 114, Issue 2
Abstract
Analysis and mathematical solutions are presented for a torsionally loaded pile embedded in two-layered soil deposit assuming elastic behavior. Soil shear modulus is assumed to be constant in each layer or to vary linearly with depth. Numerical results are obtained for practical range of parameters and nondimensional charts are presented for design purposes
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References
1.
Hache, R. A. G. (1985). “Settlement predictions of axially loaded piles and pile groups in layered soil,” thesis presented to the University of New Brunswick, Fredericton, New Brunswick, in partial fulfillment of the requirements for the degree of Master of Science in Engineering.
2.
Poulos, H. G. (1975). “Torsional response of piles.” J. Geotech. Engrg. Div., ASCE, 101(10), 1019–1035.
3.
Randolph, M. F. (1981). “Piles subjected to torsion.” J. Geotech. Engrg. Div., ASCE, 107(8), 1095–1111.
4.
Scott, R. F. (1981). “Foundation analysis.” Prentice‐Hall, Inc., Englewood Cliffs, N.J.
Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 114 • Issue 2 • February 1988
Pages: 216 - 220
Copyright
Copyright © 1988 ASCE.
History
Published online: Feb 1, 1988
Published in print: Feb 1988
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Authors
Affiliations
R. A. G. Hache
Geotech. Engr., Jacques, Whitford and Assoc. Ltd., 1046 Barrington St., Halifax, B3H 2R1, Nova Scotia, Canada
A. J. Valsangkar
Prof., Dept. of Civ. Engrg., Univ. of New Brunswick, P.O. Box 4400, Fredericton, E3B 5A3, New Brunswick, Canada
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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.