Abstract: Laboratory tests were conducted on soil samples collected from three locations namely, Osu, Ajebandele and Aba-gbooro, in Osun state. Some geotechnical properties of soils were examined, thereafter steel slag (SS) collected from Ife Iron and Steel Company and saw dust ash (SDA) obtained from open air burning of saw dust collected from a saw mill in Ile-Ife were added to the soils at 20, 15, 10 and 5 % replacement of soil with SS and 10, 7, 5 and 3 % replacement of SS with SDA in order to determine their effects on consistency and compaction characteristics of the selected subgrade soils. Liquid limits (LL) of the soil samples were >50 % for subgrade (INDOT, 2008). At 20 % replacement, average LL was 43.52 % and 43.67 % for soil+SS and soil+SS+SDA mix respectively........
Key Words: Consistency, Maximum Dry Density, Optimum Moisture Content, Steel Slag, Saw Dust Ash.
[1]. Das, B.M. Principles of Foundation Engineering, SI Seventh Edition. Stamford: Cengage Learning, 2011: Chapter 2, pp. 64-73.
[2]. Whitlow, R. Basic Soil Mechanics. 3rd Edition. Addison Wesley Longman Limited, Edinburgh Gate, 1995.
[3]. Craig, R.F. Craig's Soil Mechanics, Seventh Edition. New York: Spon Press Limited, 2004: pp. 1-21.
[4]. Jones, A., Breuning-Madsen, H., Brossard, M., Dampha, A., Deckers, J., Dewitte, O., Gallali, T., Hallett, S., Jones, R., Kilasara,
M., Le Roux, P., Micheli, E., Montanarell, L., Spaargaren, O., Thiombiano, L., Van Ranst, E., Yemefack, M., Zougmoré, R., (eds.).
Soil Atlas of Africa. Luxembourg: European Commission, Publications Office of the European Union, 2013:176.
[5]. Anderson, J., Bloser S., Cobert W., Creamer D., Gesford, A. and Shearer D. Environmentally Sensitive Maintenance for Dirt and
Gravel Roads, Pennsylvania: Pennsylvania Department of Transportation and U.S. Environmental Protection Agency, 2007:
Chapter 2, pp 1-17.