Technical Papers
Dec 29, 2011

Effectiveness of Cement Kiln Dust in Stabilizing Recycled Base Materials

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 8

Abstract

Effectiveness of cement kiln dust (CKD) in improving the stiffness of recycled base course materials was studied using both seismic modulus and bench-scale resilient modulus tests. Recycled materials included road surface gravel (RSG) and recycled pavement material (RPM). The modulus of RPM and RSG specimens mixed with CKD increased 5–30 times compared with untreated materials; however, the improvement was not as high as cement stabilization. Modulus generally increased with curing time with more hydration; however, decrease in the modulus of the RPM mixed with 15% CKD during curing is attributed to swelling potential of the CKD. Lower rate of increase in modulus of CKD mixtures compared with cement mixtures with curing time was attributable to the chemical composition of CKD, i.e., high free lime and sulfate contents. Freeze-thaw durability tests resulted in modulus reduction on the order of 0.5 to 0.8 for CKD mixtures and 0.5 for cement mixtures. Attributable to the combined effects of stiffness gain with continuing hydration and stiffness reduction with freeze-thaw cycles, the final modulus of the recycled materials mixed with CKD is 2 to 5 times higher than that of untreated RPM and RSG materials. This study also showed that modulus change of stabilized granular materials can be estimated from seismic Young’s modulus.

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Acknowledgments

The authors acknowledge the support of Mr. Xiaodong Wang, Manager of the Geotechnical Laboratory at the University of Wisconsin-Madison, and Mr. Felipe F. Camargo. The authors also wish to thank Dr. Kyu-Sun Kim and Mr. Brian Kootstra for their valuable suggestions for the tests procedure.

References

AASHTO. (1986) “Standard specification for materials for aggregate and soil-aggregate subbase, base, and surface courses.” M147, Washington, DC.
Adaska, W. S., and Haubert, D. H. (2008). “Beneficial uses of cement kiln dust.” IEEE/PCA 50th Cement Industry Technical Conf., IEEE, Miami, 210–228.
ASTM. (2007a). “Standard practice for making and curing soil-cement compression and flexure test specimens in the laboratory.” D1632, West Conshohocken, PA.
ASTM. (2007b). “Standard test method for particle-size analysis of soils.” D422, West Conshohocken, PA.
ASTM. (2007c). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D698, West Conshohocken, PA.
ASTM. (2008). “Standard test method for determining the effect of freeze-thaw on hydraulic conductivity of compacted or intact soil specimens using a flexible wall permeameter.” D6035, West Conshohocken, PA.
ASTM. (2009a). “Standard practice for classification of soils and soil-aggregate mixtures for highway construction purposes.” D3282, West Conshohocken, PA.
ASTM. (2009b). “Standard specification for graded aggregate material for bases or subbases for highways or airports.” D2940, West Conshohocken, PA.
ASTM. (2009c). “Standard test method for pulse velocity through concrete.” C597, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for asphalt content of hot-mix asphalt by ignition method.” D6307, West Conshohocken, PA.
ASTM. (2010b). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” D4318, West Conshohocken, PA.
ASTM. (2011). “Standard practice for classification of soils for 1engineering purposes (unified soil classification system).” D2487, West Conshohocken, PA.
Baghdadi, Z. A., Fatani, M. N., and Sabban, N. A. (1995). “Soil modification by cement kiln dust.” J. Mater. Civ. Eng.JMCEE7, 7(4), 218–222.
Baugh, J. (2008). “Suitability of cement kiln dust for reconstruction of roads.” M.S. thesis, Univ. of Wisconsin-Madison, Madison, WI.
Bhatty, J. I., Bhttacharja, S., and Tordes, H. A. (1996). Use of cement kiln dust in stabilizing clay soils, Portland Cement Association, Skokie, IL.
Camargo, F. F., Edil, T. B., and Benson, C. H. (2009). “Strength and stiffness of recycled base materials blended with fly ash.” Proc., 88th Annual Meeting (CD-ROM), 09-1971, National Research Council, Washington, DC.
Collins, R. J., and Emery, J. J. (1982). “Kiln dust/fly ash systems for highway bases and subbases.” Rep. FHWA/RD-82/167, USDOT, Washington, DC.
Guthrei, W. S., Brown, A. V., and Eggett, D. L. (2007). “Cement stabilization of aggregate base material blended with reclaimed asphalt pavement.” Transportation Research Record 2026, Transportation Research Board, Washington, DC, 47–53.
Hunter, D. (1988). “Lime induced heave in sulfate-bearing clay soils.” J. Geotech. Eng.JGENDZ, 114(2), 150–167.
Kim, D., and Siddiki, N. (2004). “Lime kiln dust and lime: A comparative study in Indiana.” 84th Annual Meeting (CD-ROM), 04-4147, Transportation Research Board, Washington, DC.
Kootstra, B. R., Ebrahimi, A., Edil, T. B., and Benson, C. H. (2010). “Plastic deformation of recycled base materials.” GeoFlorida 2010: Advances in Analysis, Modeling, and Design, Geotechnical Special Publications (GSP) 199, ASCE, Reston, VA, 2682–2691.
Kota, B. V. P., Hazlett, D., and Perrin, L. (1996). “Sulfate-bearing soils: Problems with calcium-based stabilizers.” Transportation Research Record 1546, Transportation Research Board, Washington, DC, 62–69.
Lee, J. C., Edil, T. B., Tinjum, J. M., and Benson, C. H. (2010). “A Quantitative method for assessing benefits of using recycled construction materials.” Transportation Research Record 2158, Transportation Research Board, Washington, DC, 138–142.
Little, D. N. (2009). “Recent and landmark improvements in performance characterization of unbound aggregate bases and subbases and sublayers comprised of chemically stabilized materials (CSMs).” Proc., 2nd Int. Conf. on Bearing Capacity of Roadway, Railways and Airfields, Urbana-Champaign, IL.
Miller, G. A., and Azad, S. (2000). “Influence of soil type on stabilization with cement kiln dust.” J. Construct. Build. Mater., 14(2), 89–97.
Miller, G. A., and Zaman, M. (2000). “Field and laboratory evaluation of cement kiln dust as a soil stabilizer.” Transportation Research Record 1714, Transportation Research Board, Washington, DC, 25–32.
Mitchell, J. K. (1986). “Practical problems from surprising soil behavior.” J. Geotech. Eng.JGENDZ, 112(3), 259–289.
Mosazadeh, J. M., and Witczak, W. (1981). “Prediction of subgrade moduli for soil that exhibits nonlinear behavior.” Transportation Research Record 810, Transportation Research Board, Washington, DC, 9–17.
NCHRP. (2004). “Laboratory determination of resilient modulus for flexible pavement design” National Cooperative Highway Research Program Research Results Digest, 1-28A, 285, 1–48.
NCHRP. (2006). “Mechanistic-empirical design of new & rehabilitated pavement structures version 1.100.” National Cooperative Highway Research Program 1-37A, 〈http://www.trb.org/mepdg/software.html〉 (May 2010).
Peethamparan, S., Olek, J., and Lovell, J. (2008). “Influence of chemical and physical characteristics of cement kiln dusts (CKDs) on their hydration behavior and potential suitability for soil stabilization.” Cem. Concr. Res.CCNRAI, 38(6), 803–815.
Rosa, M. (2006). “Effect of freeze and thaw cycling on soils stabilized using fly ash.” M.S. thesis, Univ. of Wisconsin-Madison, Madison, WI.
Schuettpelz, C. C., Fratta, D., and Edil, T. B. (2010). “Mechanistic corrections for determining the resilient modulus of base course materials based on elastic wave measurements.” J. Geotech. Geoenviron. Eng.JGGEFK, 136(8), 1086–1094.
Solanki, P., Khoury, N., and Zaman, M. (2007). “Engineering behavior and microstructure of soil stabilization with cement kiln dust.” Geo-Denver 2007: New Peaks in Geotechnics, Geotechnical Special Publication No. 172, ASCE, Reston, VA, 1–10.
Taylor, H. F. (1990). Cement chemistry, Academic Press, London.
Taylor, H. F. W. (1996). “Ettringite in cement paste and concrete.” Conference: Béton du Matériales de la Structures, RILEM Publications SARL, Arles, France, 22–34.
Williams, R. J. (2005). “Effects of cement kiln dust chemistry and content of properties of controlled low strength materials (CLSM).” PCA Research and Development 2816, Portland Cement Association, Skokie, IL.
Zhiming, S. (2008). “Forensic investigation of pavement premature failure due to soil sulfate-induced heave.” J. Geotech. Geoenviron. Eng.JGGEFK, 134(8), 1201–1204.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 8August 2012
Pages: 1059 - 1066

History

Received: Feb 5, 2011
Accepted: Dec 28, 2011
Published online: Dec 29, 2011
Published in print: Aug 1, 2012

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Authors

Affiliations

Ali Ebrahimi, M.ASCE [email protected]
Senior Staff Engineer, Geosyntec Consultants, Kennesaw, GA 30144; formerly, Research Associate, Univ. of Wisconsin-Madison (corresponding author). E-mail: [email protected]
Tuncer B. Edil, F.ASCE [email protected]
Professor, Recycled Material Resource Center, Univ. of Wisconsin-Madison, Madison, WI 53706. E-mail: [email protected]
Young-Hwan Son [email protected]
Assistant Professor, Rural Systems Engineering, Seoul National Univ., Seoul, Korea. E-mail: [email protected]

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