TECHNICAL PAPERS
Feb 1, 2006

Investigation of Heaving at Holloman Air Force Base, New Mexico

Publication: Journal of Performance of Constructed Facilities
Volume 20, Issue 1

Abstract

Heaving of pavements and a building foundation became progressively worse on a project at Holloman Air Force Base (AFB), N.M. The cause of the heaving was identified as sulfate attack on recycled concrete used as fill and base course below the buildings and pavements. This recycled concrete came from sulfate-resistant airfield Portland concrete pavement that had existed for decades at Holloman AFB without distress. However, severe sulfate exposure conditions, ready availability of water, the more permeable nature of the crushed recycled concrete, less common thaumasite attack, possible soil contamination as a secondary source of alumina, or some combination of these factors allowed sulfate attack to develop in the recycled material even though it had not in the original concrete pavement.

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Acknowledgments

The writers would like to particularly recognize the late Mr. Bryant Mather, Director Emeritus of the Waterways Experiment Station, for his active participation in team meetings, invaluable advice on the issues, and inspiration on this work. They would also like to acknowledge the personnel of Holloman AFB and the Albuquerque District of the Corps of Engineers for their unstinting assistance in these efforts. The support of Mr. James Greene of the Air Force Civil Engineering Support Agency and Mr. Cliff Sander of the Air Force Air Combat Command is also gratefully acknowledged. The opinions and views expressed in this paper are those of the writers alone and do not necessarily represent the views, opinions, or policies of any government agency. Funding for this work was provided by the U.S. Army Corps of Engineers Albuquerque District and Air Force Civil Engineering Support Agency. The support of the U.S. Army Engineer Research and Development Center in preparing this paper is gratefully acknowledged.

References

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Depuy, G. W. (1994). “Chemical resistance of concrete.” Significance of tests and properties of concrete and concrete-making materials: STP 169C, P. Klieger and J. Lamond, eds., American Society for Testing and Materials, Philadelphia, 431–441.
Johnson, L. D. (1989). “Design and construction of mat foundations.” Miscellaneous Paper GL-89-27, United States Army Engineers Waterways Experiment Station, Vicksburg, Miss.
Mehta, P. K., and Klein, A. (1966). “Investigation on the hydration products in the system 4CaO3Al2O3SO3-CaSO4-CaO-H2O .” Highway Research Board Separate Rep. No. 90, Highway Research Board, Washington, D.C.
Mitchell, J. K. (1986). “Practical problems from surprising soil behavior.” J. Geotech. Eng., 112(3), 255–289.
Nettles, E. H., and Calhoun, C. C. (1967). “Drainage characteristics of base course materials: Laboratory investigation.” Technical Rep. No. 3-786, United States Army Engineers Waterways Experiment Station, Vicksburg, Miss.
Rollings, R. S., Burkes, J. P., and Rollings, M. P. (1999). “Sulfate attack on cement-stabilized sand.” J. Geotech. Geoenviron. Eng., 125(5), 364–372.
Sarkar, S. L., and Little, D. N. (1998). “Stabilization of sulfate-contaminated crushed concrete base with type V cement and fly ash.” Transp. Research Record 1611, Transportation Research Board, Washington, D.C., 3–9.
Taylor, H. F. W. (1997). Cement chemistry, 2nd Ed., Thomas Telford, London.
Thaumasite Expert Group. (1999). “The thaumasite form of sulfate attack: Risks, diagnosis, remedial works and guidance on new construction.” L. Clark, Chairman, Department for Environment, Transport and Regions, London.
United States Army Engineers Waterways Experiment Station (USAE WES). (1957). “Soil compaction investigation No. 8: Effect of lift thickness and tire pressure.” Technical Memorandum No. 3-271, Vicksburg, Miss.
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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 20Issue 1February 2006
Pages: 54 - 63

History

Received: Jul 2, 2002
Accepted: Dec 4, 2002
Published online: Feb 1, 2006
Published in print: Feb 2006

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Authors

Affiliations

Raymond S. Rollings, M.ASCE [email protected]
Research Civil Engineer, Engineering Research and Development Center (ERDC), Cold Regions Research and Engineering Laboratory (CRREL), 72 Lyme Rd., Hanover, NH 03755 (corresponding author). E-mail: [email protected]
Marian P. Rollings, M.ASCE [email protected]
Research Civil Engineer, ERDC-CRREL, 72 Lyme Rd., Hanover, NH 03755. E-mail: [email protected]
Research Chemist, ERDC, Geotechnical and Structures Laboratory (G&SL), 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]
G. Sam Wong [email protected]
Research Petrographer, ERDC-G&SL, 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]
Gene Gutierrez [email protected]
Construction Technician, U.S. Army Corps of Engineers Albuquerque District, Albuquerque, NM. E-mail: [email protected]

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