Soil Improvement using Cement Dust Mixture

Day by day technology increases and problems associated with this technology also increase. Several researches were carried out to investigate the deployment of such material safely in geotechnical engineering in particular and civil engineering in general. However, different types of waste material have such as cement duct, fly ash and slag been proven to be suitable in several applications. In this research cement dust mixed with different percentages of sand will be used in some civil engineering application as will be explained later in this paper throughout filed and laboratory test. The used mixer (waste material with sand) prove high performance, durability to environmental condition, low cost and high benefits. At higher cement dust ratio, small cement ratio is valuable for compressive strength and permeability. Also at small cement dust ratio higher cement ratio is valuable for compressive strength.




References:
[1] Zaman, M., Laguros, J.G. and Sayah, A. "Soil Stabilization Using
Cement Kiln Dust." 7th 1nt. Conf on Expansive Soils, 1992, .347-351.
[2] Miller, G.A, Azad, S. and Dhar, B. "The Effect of Cement Kiln Dust on
the Collapse Potential of Compacted Shale." Testing Soil Mixed with
Waste or RecycledMaterials, ASTM. STP 1275, (1997),. 232-245.
[3] Annual Book of American Society for Testing and Materials Standards,
Section 4, Volume 4.08, 1992.
[4] Labalm, O. Cement Engineers' Handbook." Bauveriag GmbH. 3rd ed.,
1983.
[5] Diamond, W., and Kinter, B. "Mechanisms of Soil-Lime Stabilization."
Highway Research Record, No. 91, IRB, Washington, D.C.: IRB, 1965,
pp. 83-102.
[6] AI Babtayn, K.M. Private Communication. Eastern Province Cement
Co., 1997.
[7] Wu, J.Y. "Use of Stabilized Fly Ash for Seepage Control." Geotechnical
Engineering Congress, 2(1991), 1234-1243.