Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil
Author:
Affiliation:
1. Assoc. Prof. of Civ. Engrg., Dept. of Civ. Engrg., Middle East Technical Univ., 06531, Ankara, Turkey. E-mail: ecokca@metu.edu.tr
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A7%28568%29
Reference11 articles.
1. Cabrera J. G. and Woolley G. R. ( 1994). “Fly ash utilization in civil engineering.” Environmental aspects of construction with waste materials studies in environmental science Vol. 60 Elsevier Science Amsterdam 345–356.
2. Chen F. H. ( 1975). Foundations on expansive soils Elsevier Science Amsterdam.
3. Frost Susceptibility Properties of Soma-B Fly Ash
4. Edil T. B. Berthoueux P. M. and Vesperman K. D. ( 1987). “Fly ash as a potential waste liner.” Proc. Geotech. Pract. for Waste Disposal '87 R. D. Woods ed. ASCE New York 447–461.
5. Kehew A. E. ( 1995). Geology for engineers and environmental scientists Prentice-Hall Englewood Cliffs N.J.
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