Laboratory and field evaluation of base stabilization using cement kiln dust

Transportation Research Record

Volumn 2, Issue 1989, 2007, Pages 42-49

  Si, Zhiming ^a   Herrera, Caroline H ^a  

^a Texas Department of Transportation ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; DUST; LIMESTONE; STABILIZATION;

CEMENTITIOUS MATERIAL HYDRATIONS; POZZOLANIC REACTIONS;

KILNS;

EID: 34547635606     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1989-47     Document Type: Article

References (13)

1. Chesner, W. H., R. J. Collins, and M. H. MacKay. User Guidelines for Waste and By-Product Materials in Pavement Construction. Report No.FHWA-RD-97-148.FHWA, Washington, D.C.,1998, pp. 8-1-8-23.
2. Miller, G. A., M. M. Zaman, and J. Rahman. Laboratory and Field Evaluation of Soil Stabilization Using Cement Kiln Dust. Final Report ORA 125-5693, University of Oklahoma, Norman, April 1999.
3. Bhatty, J. I., S. Bhattacharja, and H.A. Todres. Use of Cement Kiln Dust in Stabilizing Clay Soils. RP343. Portland Cement Association, Skokie, 111., 1996.
4. Parsons, R. L., E. Kneebone, and J. P. Milburn. Use of Cement Kiln Dust for Subgrade Stabilization. Final Report. Kansas University Transportation Center, University of Kansas, Lawrence, July 2004.
5. Baghdadi, Z. A., M. N. Fatani, and N. A. Sabban. Soil Modification by Cement Kiln Dust. Journal of Materials in Civil Engineering, Vol. 7, No. 4, 1995, pp. 218-222.
6. Manual of Testing Procedures. Texas Department of Transportation (TxDOT), Revised Version, August 2002.
7. George, K. P. Minimizing Cracking in Cement-Treated Materials for Improved Performance. Research & Development Bulletin RD 123. Portland Cement Association, Skokie, IIl., 2002.
8. Scullion, T., and T. Saarenketo. Using Suction and Dielectric Measurements as Performance Indicators for Aggregate Base Materials. In Transportation Research Record 1577, TRB, National Research Council, Washington, D.C., 1997, pp. 37-44.
9. Bogdan, G. B., and T. Scullion. Repeatability and Reproducibility Study for Tube Suction Test. Report No. FHWA/TX-06/5-4114-01-1. Texas Transportation Institute, Texas A&M University System,College Station, Jan. 2006, p. 2.
10. Nazarian, S., D. Yuan, V. Tandon, and M. Arellano. Quality Management of Flexible Pavement Layers with Seismic Methods. FHWA/TX-02 1735-3F. Center for Highway Materials Research, University of Texas at El Paso, Dec. 2002, pp. 3-4.
11. Si, Z., J. Leidy, and C. Herrera. Forensic Investigation of Pavement Premature Failure Related to Soil Sulfate-Induced Heave. Presented at 85th Annual Meeting of the Transportation Research Board, Washington, DC, 2006.
12. Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. Adopted by the Texas Department of Transportation, Austin, June 1, 2004.
13. Flexible Pavement Backcalculation System, Version 6.0.1. Developed by Texas Transportation Institute for the Texas Department of Transportation, Austin.