Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil

Author:

Çokça Erdal1

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

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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