Influence of soil type on stabilization with cement kiln dust

Construction and Building Materials

Volumn 14, Issue 2, 2000, Pages 89-97

  Miller, Gerald A ^a   Azad, Shahriar ^b  

^a University of Oklahoma   (United States)

^b Bridgefarmer and Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; DUST; KILNS; PH EFFECTS; PLASTICITY; SOILS; STABILIZATION;

CEMENT KILN DUST; PLASTICITY INDEX; SOIL STABILIZER; UNCONFINED COMPRESSIVE STRENGTH;

PORTLAND CEMENT;

EID: 0033734469     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(00)00007-6     Document Type: Article

References (15)

1. Todres H.A., Mishulovich A., Ahmad J. Cement kiln dust management: permeability, research and development bulletin RD 103T. 1992;1-6 Portland Cement Association, Skokie, IL.
2. Baghdadi Z.A., Fatani M.N., Sabban N.A. Soil modification by cement kiln dust. J Mater Civil Eng. 7(4):1995;218-222.
3. Kamon M., Nontananandh S. Combining industrial wastes with lime for soil stabilization. J Geotech Eng. 117(1):1991;1-17.
4. Kota P.B.V.S., Hazlett D., Perrin L. Sulfate-bearing soils: problems with calcium-based stabilizers, transportation research record 1546. 1996;62-69 Transportation Research Board, National Research Council, Washington, DC.
5. Baghdadi Z.A. Utilization of kiln dust in clay stabilization. J King Abdulaziz Univ: Eng Sci. 2:1990;53-163.
6. Fatani M.N., Khan A.M. Improvement of dune sand asphalt mixes for pavement bases. J King Abdulaziz Univ: Eng Sci. 2:1990;39-47.
7. Zaman M., Lagurous J.G., Sayah A. Soil stabilization using cement kiln dust. Proceedings of the 7th International Conference on Expansive Soils, Dallas, TX, 3-5 August. 1992;. 347-51.
8. Miller G.A., Azad S., Dhar B. The effect of kiln dust on the collapse potential of compacted shale. Wasemiller M.A., Hoddinott K.B. Testing soil mixed with waste or recycled materials, ASTM STP 1275. 1997;232-245 American Society for Testing and Materials, West Conshohocken, PA.
9. Marquez, H.R. Evaluation of cement kiln dust soil stabilization for Oklahoma Pra-Chic 12(1) Guy Sandy Area Chickasaw National recreation area, Internal report, Federal Highway Administration Central Federal Lands Highway Division Materials Branch, May 1, 1997.
10. Shawn, S. Value engineering proposal, prepared for the Federal Highway Administration office, Sulfur, OK, January 1, 1997.
11. Annual book of ASTM standards, section 4.08. 1998;American Society for Testing and Materials, West Conshohocken, PA.
12. Terrel, R.L., Epps, J.A., Barenberg, E.J., Mitchell, J.K., Thompson, M.R. Soil stabilization in pavement structures - a user's manual, vol. 2, Mixture design considerations, Report no. FHWA-IP-80-2, Federal Highway Administration, US Department of Transportation,1979.
13. Eades J.L., Grim R.E. A quick test to determine lime requirements for lime stabilization, Highway research record 139. 1966;61-72 Highway Research Board, National Research Council, Washington, DC.
14. Bergardo D.T., Anderson L.R., Miura N., Balasubramaniam A.S. Soft ground improvement in lowland and other environments. 1996;234-304 ASCE Press, New York.
15. Diamond S., Kinter E.B. Mechanisms of soil-lime stabilization, an interpretive review, Highway research record 92. 1965;83-102 Highway Research Board, National Research Council, Washington, DC.