Closure to “Design Methodology for Axially Loaded Auger Cast-in-Place and Drilled Displacement Piles” by Sungwon Park, Lance A. Roberts, and Anil Misra
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 12
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References
Federal Highway Administration (FHWA). (1999). Drilled shaft: Construction procedures and design methods, U.S. Dept. of Transportation, Washington, DC.
Fellenius, B. H. (1990). Guidelines for the interpretation and analysis of the static loading test. Deep Foundations Institute, Hawthorne, NJ.
Misra, A. (2002). “Effect of asperity damage on shear behavior of single fracture.” Eng. Fract. Mech., 69(17), 1997–2014.
Misra, A., and Chen, C.-H. (2004). “Analytical solutions for micropile design under tension and compression.” Geotech. Geol. Eng., 22(2), 199–225.
Misra, A., Chen, C. H., Oberoi, R., and Kleiber, A. (2004). “Simplified analysis method for micropile pullout behavior.” J. Geotech. Geoenviron. Eng., 130(10), 1024–1033.
Misra, A., and Marangos, O. (2011). “Rock-joint micromechanics: Relationship of roughness to closure and wave propagation.” Int. J. Geomech., 11(6), 431–439.
Misra, A., Roberts, L., and Levorson, S. (2007a). “Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation.” Geotech. Geol. Eng., 25(1), 65–77.
Misra, A., Roberts, L., Oberoi, R., and Chen, C. H. (2007b). “Uncertainty analysis of micropile pullout based upon load test results.” J. Geotech. Geoenviron. Eng., 133(8), 1017–1025.
NeSmith, W. M. (2002). “Design and installation of pressure-grouted, drilled displacement piles ” 9th Int. Conf. on Piling and Deep Foundations, Deep Foundations Institute, Hawthorne, NJ, 1013.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139 • Issue 12 • December 2013
Pages: 2231 - 2232
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jul 31, 2013
Accepted: Aug 12, 2013
Published online: Nov 15, 2013
Published in print: Dec 1, 2013
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