Discussion of “Use of Class C Fly Ashes for the Stabilization of an Expansive Soil” by Erdal Çokça
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Volume 128, Issue 11
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References
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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.
Nevels, J. B., and Laguros, J. G. (1979). “Swelling characteristics of compacted B-horizon Oklahoma Soils.” Transp. Res. Board Rec., No. 733, Washington, D.C., 91–93.
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.
Transportation Research Board (TRB) (1976). “Lime fly ash-stabilized bases and subbases.” NCHRP Synthesis No. 37, Washington, D.C.
Wesche, K., and von Berg, W. (1981). “Properties of fly ash used in Germany.” Mater. Res. Soc. Symp. Proc., 45–52.
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.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 128 • Issue 11 • November 2002
Pages: 965 - 966
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Published online: Oct 15, 2002
Published in print: Nov 2002
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