Discussion of ‘use of class c fly ashes for the stabilization of an expansive soil’

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 128, Issue 11, 2002, Pages 965-966

  Laguros, Joakim G ^a  

^a University of Oklahoma   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001850012     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2002)128:11(965)     Document Type: Article

References (8)

1. Keshawarz, M. S., and Laguros, J. G. (1986). ‘Fly ash in shale stabilization for highway construction.’ Mater. Res. Soc. Symp. Proc., 65, 37-46.
2. Laguros, J. G., and Hayes, C. (1990). ‘Performance of fly ash stabilized pavement.’ Mater. Res. Soc. Symp. Proc., 178, 235-245.
3. Laguros, J. G., and Gollahalli, S. R. (1992). ‘Microstructural properties of fly ashes from Oklahoma and Wyoming coals and their blends.’Mater. Res. Soc. Symp. Proc., 245, 19-24.
4. Nevels, J. B., and Laguros, J. G. (1979). ‘Swelling characteristics of compacted B-horizon Oklahoma Soils.’ Transp. Res. BoardRec., No. 733, Washington, D.C., 91-93.
5. Seed, H. B., Mitchell, J. K., and Chen, C. K. (1962). ‘Swell and swell pressure characteristics of compacted clays,’ Highway Res. Board Bull. No. 313, Washington, D.C., 12-39.
6. Transportation Research Board (TRB)(1976). ‘Lime fly ash-stabilized bases and subbases.’ NCHRP Synthesis No. 37, Washington, D.C.
7. Wesche, K., and von Berg, W. (1981). ‘Properties of fly ash used in Germany.’ Mater. Res. Soc. Symp. Proc., 45-52.
8. Zenieris, P. E., and Laguros, J. G. (1989). ‘Similarities and differences in shale, aggregate mixes, and concrete containing fly ash.’ Mater Res. Soc. Symp. Proc., 136, 207-222.