Discussion of “Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups” by Mohamed Ashour, Gary Norris, and Patrick Pilling
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 9, Issue 3
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References
Chellis, R. D. (1961). Pile foundations, 2nd Ed., McGraw-Hill, New York, 217.
Gleser, S. (1953). “Lateral load tests on vertical fixed-head and free-head piles.” Symp. on Lateral Load Test on PILES, ASTM, West Conshohoken, Pa.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design, Wiley, New York.
Reese, L. C., and Ginzbarg, A. S. (1970). “Step-tapered beams on foundations having variable stiffness.” Publication No. 221, Shell Development Company, Houston.
Terzaghi, K. (1955). “Evaluation of coefficients of subgrade reaction.” Geotechnique, December.
Wagner, A. A. (1953). “Lateral load tests on piles for design information.” Symp. on Lateral Load Tests on Piles, ASTM, West Coshohoken, Pa.
Information & Authors
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Published In
Journal of Bridge Engineering
Volume 9 • Issue 3 • May 2004
Pages: 310 - 311
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Published online: Apr 15, 2004
Published in print: May 2004
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Authors
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Peter Kocsis, M.ASCE
Registered Structural Engineer and Professional Engineer, 26750 W. Country Estates Rd., Barrington, IL 60010.
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