Mechanistic evaluation of fly ash asphalt concrete mixtures

Journal of Materials in Civil Engineering

Volumn 8, Issue 1, 1996, Pages 19-25

  Ali, N ^a   Chan, J S ^b   Simms, S ^a   Bushman, R ^b   Bergan, A T ^b  

^a DALHOUSIE UNIVERSITY   (Canada)

^b UNIVERSITY OF SASKATCHEWAN   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; ASPHALT PAVEMENTS; CRACK INITIATION; ELASTIC MODULI; FILLERS; FORECASTING; MATERIALS TESTING; MATHEMATICAL MODELS; MECHANICAL PROPERTIES; MIXTURES; PERFORMANCE; TEMPERATURE;

ASPHALT CONCRETE MIXTURES; ASPHALT CONCRETE PAVEMENT; MOISTURE DAMAGE TESTS; PAVEMENT DISTRESS; RESILIENT MODULUS; STRIPPING RESISTANCE; SURFACE CRACKING;

FLY ASH;

EID: 0030086080     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(1996)8:1(19)     Document Type: Review

References (16)

1. Cabrera, J. G., and Zourob, S. (1994). "Design of low energy hot rolled asphalt." The Civil Engineering Materials Unit, Department of Civil Engineering, University of Leeds, Leeds, England.
2. Carpenter, C. A. (1952). "A Comparative study of fillers in asphaltic concrete." Public Roads, 27(5), 101-110.
3. Chan, H. T. (1993). "Coal fly ash utilization in Canada with special reference to the Ontario experience." Can Soc. of Civ. Engrs., 10(6), 3-4.
4. Cross, S. A, and Fager, G. A. (1994). "Fly ash in cold recycled bituminous pavements." 73rd Annu. Meeting, Transportation Research Board, Washington, D.C.
5. Fung, K. Y. K. (1968). "The use of fly ash as filler in asphaltic concrete production in New South Wales." 4th Proc., Australian Road Research Board, Victoria, Australia.
6. Henning, N. E. (1974). "Evaluation of lignite fly ash as a mineral filler in asphaltic concrete." Report No. Item (2)-73, Twin City Testing and Engineering Laboratory, St. Paul, Minn.
7. Kenis, W. J. (1977). "Predictive design procedure - a design method for flexible pavements using the VESYS structural subsystem." Proc., 4th Int. Conf. on Struct. Des. of Asphalt Pavements, Vol. 1, University of Michigan, Ann Arbor, Mich.
8. Monthly energy review. (1992). Energy Information Administration, U.S. Department of Energy, Washington, D.C.
9. Rockliff, D. (1994). "The use of pulverised fuel ash as a filler in hot rolled asphalt mixtures - practical aspects." Tilcon Ltd., Knaresborough, England.
10. Rosner, J. C., Chehovits, J. G., and Morris, G. R. (1982). "Fly ash as a mineral filler and antistrip agent for asphalt concrete." Challenge of change - 6th Int. Ash Utilization Symp. Proc., U.S. Dept. of Energy, Morgantown, W.Va.
11. Sankaran, K. S., and Rao, D. R. (1973). "The influence of the quality of filler in asphaltic paving mixtures." Indian Roads Congr., 35(1), 141 -151.
12. Stuart, K. D. (1986). "Evaluation of procedures used to predict moisture damage in asphalt paving technologists." Rep. No. FHWA-RD-86-090, Federal Highway Administration, Washington, D.C.
13. Suheibani, A.-R. S. (1986). "The use of fly ash as an asphalt extender," PhD thesis, Univ. of Michigan, University Microfilms International, Ann Arbor, Mich.
14. Tons, E. et. al. (1983). "Fly ash as an asphalt reducer in bituminous base courses." Rep. Prepared by the University of Michigan, The Board of Water and Light; Consumer Power Co., and Detroit Edison Co., Detroit, Mich.
15. Warden, W. B., Hudson, S. B., and Howell, H. C. (1952). "Evaluation of mineral filler in terms of practical pavement performance." Proc. the Assoc. of Asphalt Paving Technol., 27(5), 101-110.
16. Zimmer, F. V. (1970). Fly ash as a bituminous filler. U.S. Department of Interior, Bureau of Mines, Washington, D.C.