INFLUENCE OF SOIL TYPE ON STABILIZATION WITH CEMENT KILN DUST

By G. Miller, S. Azad. 2000

361 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Industrial and Manufacturing Engineering

View Paper: https://www.semanticscholar.org/paper/6b04cb24d2ee515be640b0797cdf2df07cc817ef

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. E. Kalkan
2. S. Akbulut
3. P. Ghadir
4. Abbas Taheri
5. A. Soltani
6. M. Khatibi
7. A. R. Estabragh
8. Navid Ranjbar

In Industrial and Manufacturing Engineering

1. E. Kalkan
2. S. Akbulut

Citations in the corpus

• Utilization of red mud as a stabilization material for the preparation of clay liners (2006, background): “In the last few decades, increasing attention has been given to silica fume, fly ash, and other waste materials for use in geotechnical engineering applications (Aitcin et al., 1984; Gidley and Snack, 1984; Sandra and Jeffrey, 1992; Vipulanandan and Shenoy, 1992; Schwarz and Krizek, 1992; Helal and ”
• Clayey soil stabilization using geopolymer and Portland cement (2018, background): “However, it was reported that the pH value increases significantly at lower cement content, but it stabled at the cement content of about 20 and above [47, 48].”
• Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, result): “Many researchers (e.g. Miller and Azad 2000; Bahar et al. 2004; Al-Rawas et al. 2005; Sezer et al. 2006; Estabragh et al. 2012a, 2014a) have reported similar results to that of lime for cement-treated soils.”
• Modification of the geotechnical properties, as influenced by freeze–thaw, of granular soils with waste additives (2007, result): “Similar trends have been obtained from some experimental works by adding lime (Ola, 1977; Bell, 1993), cement kiln dust (Miller and Azad, 2000), silica fume (Kalkan and Akbulut, 2004), marble dust (Okagbue and Onyeobi, 1999).”
• Influence of nano-material on the expansive and shrinkage soil behavior (2012, background): “Treatment by cement also provide some protection from the adverse effect of saturation on strength (Miller and Azad 2000).”