Research Article
Oct 1973
Predicted Pullout Strength of Sheet-Piling Interlocks
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 10
Abstract
A theoretical study was made to determine the role of material properties and interlock dimensions in the pullout strength of steel sheet piling. Pullout occurs after large plastic rotations and strain hardening develop in the interlocks. A lower-bound analysis including an effective strain-hardening stress was developed and compared with experimental pullout strengths from numerous interlock configurations. Pullout strengths computed with the analysis averaged about 0.96 times the experimental strengths, and the standard deviation of the ratio of computed to experimental strengths was within the range of experimental scatter.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 10 • October 1973
Pages: 765 - 781
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Oct 1973
Published online: Feb 12, 2021
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Authors
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John E. Bower, M.ASCE
Assoc. Research Consultant, U.S. Steel Research Lab., Monroeville, Pa.
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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.