Technical Papers
Oct 28, 2016

Lessons Learned from Foundation and Slab Failures on Expansive Soils

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 3

Abstract

Four case histories are presented to define lessons that can be learned from the investigation of the failure of slabs, footings, and deep foundation elements caused by heaving of expansive soil. For each case history the site conditions, the nature of the distress, and the scope of the forensic investigation are presented. Several factors that contribute to the cause of the failures are identified, and commonality between the various factors is noted. The most commonly identified factors relate to inadequate soil sampling, soil testing, and analysis of the data, resulting in deficient design and poor construction practices. Another contributing factor relating to failure is inadequate drainage. The general conclusions to be drawn are that it is important to apply rigorous engineering practices on expansive soil sites. The engineers and contractors must understand the nature of expansive soil and have an appreciation for the types of problems it can cause.

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References

Chao, K. C. (2007). “Design principles for foundations on expansive soils.” Ph.D. thesis, Colorado State Univ., Fort Collins, CO.
Chao, K. C., Nelson, J. D., and Overton, D. D. (2011). “Factors influencing design of deep foundations on expansive soils.” 5th Asia-Pacific Conf. on Unsaturated Soils, Kasetsart Univ., Bangkok, Thailand.
Chen, F. H. (1988). Foundations on expansive soils, Elsevier, New York.
Nelson, E. J., Nelson, J. D., Chao, K. C., and Kang, J. B. (2011). “Influence of surface grading on infiltration.” 5th Asia-Pacific Conf. on Unsaturated Soils, Kasetsart Univ., Bangkok, Thailand.
Nelson, J. D., and Chao, K. C. (2010). “Depth of investigation for foundation soils.” 17th Southeast Asian Geotechnical Conf., Taiwan Geotechnical Society, Taipei, Taiwan.
Nelson, J. D., Chao, K. C., Overton, D. D., and Nelson, E. J. (2015). Foundation engineering for expansive soils, Wiley, New York.
Nelson, J. D., and Miller, D. J. (1992). “Expansive soils.” Problems and practice in foundation and pavement engineering, Wiley, New York.
Nelson, J. D., Overton, D. D., and Durkee, D. B., (2001). “Depth of wetting and the active zone.” Proc., Geo-Institute Shallow Foundation and Soil Properties Committee Sessions at the ASCE 2001 Civil Engineering Conf., ASCE, Reston, VA.
Overton, D. D., Chao, K. C., and Nelson, J. D. (2007). “Heave distress of a manufacturing building.” Proc., Geo-Denver 2007 Conf., ASCE, Reston, VA.
PTI (Post-Tensioning Institute). (1996). Design and construction of post-tensioned slabs on ground, 2nd Ed., Phoenix.
U.S. Department of the Army. (1983). “Technical manual.”, Foundations in Expansive Soils, Washington, DC.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 3June 2017

History

Received: Sep 2, 2015
Accepted: Aug 26, 2016
Published online: Oct 28, 2016
Discussion open until: Mar 28, 2017
Published in print: Jun 1, 2017

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Authors

Affiliations

Erik J. Nelson, M.ASCE [email protected]
P.E.
Principal Civil and Geotechnical Engineer, Engineering Analytics, Inc., 1600 Specht Point Rd., Suite 209, Fort Collins, CO 80525. E-mail: [email protected]
Kuo Chieh Chao, Ph.D., M.ASCE [email protected]
P.E.
Senior Geotechnical Engineer, Engineering Analytics, Inc., 1600 Specht Point Rd., Suite 209, Fort Collins, CO 80525 (corresponding author). E-mail: [email protected]
John D. Nelson, Ph.D., F.ASCE [email protected]
P.E.
D.GE
Professor Emeritus, Colorado State Univ., Fort Collins, CO 80525; Principal Engineer, Engineering Analytics, Inc., 1600 Specht Point Rd., Suite 209, Fort Collins, CO 80525. E-mail: [email protected]
Daniel D. Overton, F.ASCE [email protected]
P.E.
Principal Geotechnical Engineer, Engineering Analytics, Inc., 1600 Specht Point Rd., Suite 209, Fort Collins, CO 80525. E-mail: [email protected]

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