Discussion of “Design Procedure and Considerations for Piers in Expansive Soils” by John D. Nelson, Erik G. Thompson, Robert W. Schaut, Kuo-Chieh Chao, Daniel D. Overton, and Jesse S. Dunham-Friel
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Volume 140, Issue 8
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References
Fellenius, B. H. (1984). “Negative skin friction and settlement of piles.” Proc., 2nd Int. Seminar, Pile Foundations, Nanyang Technological Institute, Singapore.
Fellenius, B. H. (1988). “Unified design of piles and pile groups.” Transportation Research Record 1169, Transportation Research Board, Washington, DC, 75–82.
Fellenius, B. H. (2012). Basics of foundation design, a text book, 〈http://www.Fellenius.net〉 (Feb. 15, 2013).
Fellenius, B. H., and Tan, S. A. (2012). “Analysis of O-cell tests for Icon condominiums, Singapore.” Proc., 9th Int. Conf. on Testing and Design Methods for Deep Foundations, International Society of Soil Mechanics and Geotechnical Engineering, London, 725–733.
Johnson, L. D., and Stroman, W. E. (1984). “Vertical behavior of two 16-year old drilled shafts in expansive soil.” Symp. on Analysis and Design of Pile Foundations, J. R. Meyer, ed., ASCE, New York, 154–173.
Sinnreich, J. (2012). “Strain gage analysis for nonlinear pile stiffness.” Geotech. Test. J., 35(2), 1–10.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 8 • August 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Dec 11, 2012
Accepted: Feb 7, 2013
Published online: Apr 3, 2014
Published in print: Aug 1, 2014
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