Class F fly-ash-amended soils as highway base materials

Journal of Materials in Civil Engineering

Volumn 17, Issue 6, 2005, Pages 640-649

  Arora, Sunil ^a   Aydilek, Ahmet H ^b  

^a HAYWARD BAKER INC   (United States)

^b UNIVERSITY OF MARYLAND   (United States)

Author keywords

Base course; Fly ash; Highway; Mixtures; Portland cements; Soil stabilization

Indexed keywords

FLY ASH; HIGHWAY SYSTEMS; LIME; MIXTURES; PORTLAND CEMENT; POZZOLAN; SOIL CEMENT; STABILIZATION;

BASE COURSE; HIGHWAY BASE MATERIALS; LIME TREATMENT; SOIL STABILIZATION;

SOIL CEMENT;

FLY ASH; SOIL AMENDMENT; SUBGRADE;

EID: 28844469981     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2005)17:6(640)     Document Type: Article

References (23)

1. Acosta, H. A. (2002). "Stabilization of soft subgrade soils using fly ash." MS thesis, Univ. of Wisconsin, Madison, Wis.
2. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for design of pavement structures, Washington, D.C.
3. American Coal Ash Association (ACAA). (2003). 2001 coal combustion product production and use, Denver.
4. Arora, S. (2003). "Suitability of fly ash stabilized soils as highway base material." MS thesis, Univ. of Maryland, College Park, Md.
5. Asphalt Institute. (2003). Thickness design - Highways and streets, Manual Series No. 1, Asphalt Institute, Lexington, Ky.
6. Baykal, G., and Metehan, T. (2002). "The effect of lime treatment on the shear strength parameters of the clay-concrete interface." Proc., 81st Annual Meeting (CD ROM), Transportation Research Board, Washington, D.C.
7. Bergezon, K. L., and Barnes, A. G. (1998). "Iowa thickness design for low volume roads using reclaimed hydrated Class C fly ash bases." ISUERI-Ames 98401, Iowa State Univ., Ames, Iowa.
8. Chen, D., Zaman, M., and Laguras, J. (1995). "Characterization of base/subbase materials under repetitive loading." J. Test. Eval., 23(3), 180-188.
9. Cockrell, C. F., and Leonard, J. W. (1970). Characterization and utilization studies of limestone modified fly ash, Vol. 60, Coal Research Bureau, Morgantown, W.V.
10. Conner, J. R. (1990). Chemical fixation and solidification of hazardous wastes, Van Nostrand Reinhold, New York.
11. Consoli, N. C., Prietto, P. D. M., Carraro, J. A. H., and Heineck, K. S. (2001). "Behavior of compacted soil-fly ash-carbide lime mixtures." J. Geotech. Geoenviron. Eng., 127(9), 774-782.
12. Huang, Y. H. (1993). Pavement analysis and design, Prentice Hall, Inc., Englewood Cliffs, N.J., 805
13. Kalankamary, G. P., and Donald, D. T. (1963). Development of freeze-thaw test for design of soil-cement, No. 36, Highway Research Board (HRB), 77-96.
14. Kleven, J. R., Edil, T. B., and Benson, C. H. (2000). "Evaluation of excess foundry system sands for use as subbase material." Proc., 79th Annual Meeting (CD ROM), Transportation Research Board, Washington, D.C.
15. Little, D. N. (2000). "Evaluation of structural properties of lime stabilized soils and aggregates." Mixture Design and Testing Protocol for Lime Stabilized Soils, Rep. Prepared for the National Lime Association, Vol. 3, p. 16.
16. Naik, T. R., Kraus, R. N., Siddique, R., and Ziemkiewicz, P. (2003). "Use of coal combustion products in permeable roadway base construction." Proc., 15th Int. American Coal Ash Association Symp. on Management and Use of Coal Combustion Products (CCPs), Vol. 1, EPRI, Palo Alto, Calif., 1-19.
17. Nicholson, P., and Kashyap, V. (1993). "Fly ash stabilization of tropical Hawaiian soils." Geotechnical Special Publication, No. 36, ASCE, New York, 15-29.
18. Othman, M. A., and Benson, C. H. (1993). "Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay." Can. Geotech. J., 30, 236-246.
19. Parsons, R. L., and Milburn, J. P. (2003). "Engineering behavior of stabilized soils." Proc., 82nd Annual Meeting (CD ROM), Transportation Research Board, Washington, D.C.
20. Qubain, B. S., Seksisnky, E. J., and Li, J. (2000). "Incorporating subgrade lime stabilization into pavement design." Proc., 79th Annual Meeting (CD ROM), Transportation Research Board, Washington, D.C.
21. Turner-Fairbanks Highway Research Center (TFHRC). (2002). "Coal fly ash user guideline - Stabilized base." (http://www.tfhrc.gov/hnr20 /recycle/waste/cfa55.htm)
22. Vishwanathan, R., Saylak, D., and Estakhri, C. (1997). "Stabilization of subgrade soils using fly ash." Proc., Ash Utilization Symp., Caer, Ky., 204-211.
23. Zaman, M. M., and Naji, K. N. (2003). "Effect of freeze-thaw cycles on class C fly ash stabilized aggregate base." Proc., 82nd Annual Meeting (CD ROM), Transportation Research Board, Washington, D.C.