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