2000
DOI: 10.1016/s0950-0618(00)00007-6
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Influence of soil type on stabilization with cement kiln dust

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Cited by 288 publications
(132 citation statements)
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“…However, CFA (see e.g., McManis and Arman, 1989;Chang, 1995;Misra, 1998;Zia and Fox, 2000;Puppala et al, 2003;Bin-Shafique et al, 2004;Phanikumar and Sharma, 2004;Nalbantoglu, 2004;Camargo et al, 2009;Li et al, 2009) and CKD (e.g., McCoy and Kriner, 1971;Baghdadi and Rahman, 1990;Zaman et al, 1992;Sayah, 1993;Miller and Azad, 2000;Miller and Zaman, 2000;Sreekrishnavilasam et al, 2007;Gomez, 2009) is used successfully with both fine-and coarse-grained soils. Lower effectiveness of lime with coarse-grained soil can be attributed to scarcity of pozzolana (silicious and aluminacious material) in coarse-grained soils which is required for pozzolanic (or cementitious) reactions.…”
Section: Gradation and Plasticity Indexmentioning
confidence: 99%
“…However, CFA (see e.g., McManis and Arman, 1989;Chang, 1995;Misra, 1998;Zia and Fox, 2000;Puppala et al, 2003;Bin-Shafique et al, 2004;Phanikumar and Sharma, 2004;Nalbantoglu, 2004;Camargo et al, 2009;Li et al, 2009) and CKD (e.g., McCoy and Kriner, 1971;Baghdadi and Rahman, 1990;Zaman et al, 1992;Sayah, 1993;Miller and Azad, 2000;Miller and Zaman, 2000;Sreekrishnavilasam et al, 2007;Gomez, 2009) is used successfully with both fine-and coarse-grained soils. Lower effectiveness of lime with coarse-grained soil can be attributed to scarcity of pozzolana (silicious and aluminacious material) in coarse-grained soils which is required for pozzolanic (or cementitious) reactions.…”
Section: Gradation and Plasticity Indexmentioning
confidence: 99%
“…Cement is another chemical agent that is used for stabilization. Sezer et al (2006), Bahar et al (2004) and Miller and Azad (2000) showed that the role of cement is similar to lime in stabilization.…”
Section: Introductionmentioning
confidence: 99%
“…Figure 6 shows that the peak strengths of soil-cement and soil-cement with 5% resin after 7 days of curing are nearly the same (1950( -2000. The strength of mixtures of soil-cement with 8% and 10% resin is increased to 2250 and 2650 kPa (Figure 6), respectively.…”
Section: Physical Property Amountmentioning
confidence: 95%
“…Cement stabilisation increases the compressive, tensile and flexural strength, durability and stiffness properties of soil (Al-Rawas et al, 2005;Bahar et al, 2004;Broms and Boman, 1978;Croft, 1967;Khair et al, 1991;Miller and Azad, 2000;Mitchell, 1976;Sezer et al, 2006;Tang et al, 2007).…”
Section: Introductionmentioning
confidence: 99%