Discussions and Closures
Apr 3, 2014

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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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 8
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References

Attwooll, B., Reins, J., and Lykosh, P. (2006). “Heave at manufacturing facility: Observations and response.” Proc., 4th Int. Conf. on Unsaturated Soils, ASCE, Reston, VA, 323–334.
Attwooll, W. J., Reins, J. D., and Lykosh, P. J. (2014). “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.” J. Geotech. Geoenviron. Eng., 07014021.
Benvenga, M. M. (2005). “Pier-soil adhesion factor for drilled shaft piers in expansive soil.” Master’s thesis, Colorado State Univ., Fort Collins, CO.
Chapel, T. A. (1998). “Field investigation of helical and concrete piers in expansive soil.” Master’s thesis, Colorado State Univ., Fort Collins, CO.
Colorado DOT Research Branch. (2003). “Improvement of the geotechnical axial design methodology for Colorado’s drilled shaft socketed in weak rocks.” Rep. No. CDOT-DTR-R-2003-6, Denver.
Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980). “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.” Rep. No. UCB/GT/80-01, Univ. of California–Berkeley, Berkeley, CA.
Gill, J. D., West, M. W., Noe, D. C., Olsen, H. W., and McCarty, D. K. (1996). “Geologic control of severe expansive clay damage to a subdivision in the Pierre shale, southwest Denver metropolitan area, Colorado.” Clays Clay Miner., 44(4), 530–539.
Michael W. West & Associates (MWW&A). (2011). “Geotechnical assessment report, Vista Ridge, Filing 1B-a.” Erie, CO.
Michael W. West & Associates (MWW&A). (2012a). “Geotechnical engineering review of micropile design analysis work performed with APEX, Blue Sky Condominiums at Vista Ridge.” Erie, CO.
Michael W. West & Associates (MWW&A). (2012b). “Supplemental report, geotechnical engineering review, Woodward Governor and CSU Test Site APEX validation case studies, Blue Sky Condominiums at Vista Ridge.” Erie, CO.
Michael W. West & Associates (MWW&A). (2012c). “Surrebuttal report, response to plaintiff’s rebuttal reports, Vista Ridge Filing 1B-a.” Erie, CO.
Overton, D. D., Chao, K. C., and Nelson, J. D. (2007). “Heave distress of a manufacturing building.” Proc., Geo-Denver 2007: Contemporary Issues in Deep Foundations, ASCE, Reston, VA, 1–10.
Shepherd Miller. (1998). “Geotechnical investigation, Loveland Manufacturing Facility.” Rep., Woodward Governor Company, Loveland, CO.
Walsh, K. D., Colby, C. A., Houston, W. N., and Houston, S. L. (2009). “Method for evaluation of depth of wetting in residential areas.” J. Geotech. Geoenviron. Eng., 169–176.
Walsh, K. D., Colby, C. A., Houston, W. N., and Houston, S. L. (2011). “Closure to ‘Method for evaluation of depth of wetting in residential areas’ by Kenneth D. Walsh, Craig A. Colby, William N. Houston, and Sandra L. Houston.” J. Geotech. Geoenviron. Eng., 299–309.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140Issue 8August 2014

History

Received: Feb 27, 2013
Accepted: May 30, 2013
Published online: Apr 3, 2014
Published in print: Aug 1, 2014

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Peter A. Stauffer, M.ASCE [email protected]
P.E.
Principal Geotechnical Engineer, Michael W. West & Associates, 2 Inverness Dr. East, Ste. 106, Englewood, CO 80112-5508. E-mail: [email protected]
Lindsay A. Tita, A.M.ASCE [email protected]
Senior Staff Engineer, Michael W. West & Associates, 2 Inverness Dr. East, Ste. 106, Englewood, CO 80112-5508 (corresponding author). E-mail: [email protected]

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