INFLUENCE OF FLY ASH ON STRENGTH BEHAVIOR OF TYPICAL SOILS
By J. Prabakar, Nitin Dendorkar, R. K. Morchhale. 2004
332 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Industrial and Manufacturing Engineering
View Paper: https://www.semanticscholar.org/paper/cf4ffa1925acc6d3e8e58fd3e313cf498cdd4162
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In Civil and Structural Engineering
In Industrial and Manufacturing Engineering
Citations in the corpus
- Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay (2019, background): “4b, c, d), which is consistent with the general behavior of cement-treated clays [55, 70, 78].”
- 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 ”
- Modification of clayey soils using scrap tire rubber and synthetic fibers (2007, background): “…fabricated, and by-product materials to use them as stabilizers for the modification of clayey soils (Aitcin et al., 1984; Sandra and Jeffrey, 1992; Kayabali, 1997; Asavasipit et al., 2001; Prabakar et al., 2003; Kalkan and Akbulut, 2004; Akbulut et al., 2004; Cetin et al., 2006; Kalkan, 2006).”