TECHNICAL NOTES
Dec 1, 1984
Lateral Response of Free‐Head Pile
Publication: Journal of Geotechnical Engineering
Volume 110, Issue 12
Abstract
Quantitative estimates of the various soil-pile parameters on lateral pile head displacement, rotation and moment coefficients are presented in dimensionless terms through graphs. The results provide guidelines to predict the lateral response of free-head piles. The illustrative example highlights the utility of the results. These results can also be used to predict the responses of partially restrained head piles.
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References
1.
Pise, P. J., “Laterally Loaded Fixed‐Head Piles in a Layered Soil System,” Indian Geotechnical Journal, Vol. 11, No. 2, Apr., 1981, pp. 140–152.
2.
Pise, P. J., “Laterally Loaded Piles in a Layered Soil System,” Int. Journal of Structures, Vol. 1, No. 3, Paper No. 7, Nem Chand & Bros., Roorkee, India, July, 1981, pp. 75–84.
3.
Pise, P. J., “Laterally Loaded Piles in a Two‐Layer Soil System,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT9, Sept., 1982, pp. 1177–1181.
4.
Pise, P. J., “Lateral Response of Fixed‐Head Pile,” Journal of Geotechnical Engineering, ASCE, Vol. 109, No. 8, Aug., 1983, pp. 1126–1131.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 110 • Issue 12 • December 1984
Pages: 1805 - 1809
Copyright
Copyright © 1984 ASCE.
History
Published online: Dec 1, 1984
Published in print: Dec 1984
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Authors
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Prabhakar J. Pise
Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., Kharagpur, India
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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.