Study of the effectiveness of cement kiln dusts in stabilizing Na-montmorillonite clay

Journal of Materials in Civil Engineering

Volumn 20, Issue 2, 2008, Pages 137-146

  Peethamparan, Sulapha ^a   Olek, Jan ^a  

^a PURDUE UNIVERSITY   (United States)

Author keywords

Atterberg Limits; Cements; Clays; Compressive strength; Dust; Stabilization

Indexed keywords

CEMENTS; COMPRESSIVE STRENGTH; KILNS; PH; STABILIZATION; STIFFNESS;

ATTERBERG LIMITS; CEMENT KILN DUSTS; STRESS-STRAIN BEHAVIOR; UNCONFINED COMPRESSIVE STRENGTHS;

CLAY MINERALS;

ATTERBERG LIMIT; CEMENT; CHEMICAL COMPOSITION; COMPACTION; COMPRESSIVE STRENGTH; DUST; MONTMORILLONITE; SOIL STABILIZATION; STIFFNESS;

EID: 38349117690     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2008)20:2(137)     Document Type: Article

References (25)

1. ASTM. (2000a). "Standard test method for liquid limit, plastic limit, and plasticity index of soils." D 4318, West Conshohocken, Pa.
2. ASTM. (2000b). "Standard test method for unconfined compressive strength of cohesive soils." D 2166, West Conshohocken, Pa.
3. ASTM. (2000c). "Standard specification for fly ash and other pozzolans for use with lime." D 593, West Conshohocken, Pa.
4. ASTM. (2001a). "Standard guide for evaluating effectiveness of admixtures for soil stabilization." D 4609, West Conshohocken, Pa.
5. ASTM. (2001b). "Standard test method for pH of soil." D 4972, West Conshohocken, Pa.
6. Baghdadi, Z. A., Fatani, M. N., and Sabban, N. A. (1995). "Soil modification by cement kiln dust." J. Mater. Civ. Eng. JMCEE70899-156110.1061/(ASCE)0899-1561(1995)7:4(218), 7(4), 218-222.
7. Baghdadi, Z. A., and Rahman, M. A. (1990). "Potential of cement kiln dust for the stabilization of dune sand in highway construction." Build. Environ. BUSCBC0360-1323, 25(4), 285-289.
8. Bates, R. G., Bower, V. E., and Smith, E. R. (1956). "Calcium hydroxide as a highly alkaline pH standard." J. Res. Natl. Bur. Stand. JRNBAG0160-1741, 56(6), 305-312.
9. Brunauer, S., Emmett, P. H., and Teller, E. (1938). "Adsorption of gases in multimolecular layers." J. Am. Chem. Soc. JACSAT0002-786310.1021/ja01269a023, 60, 309-319.
10. Diamond, S., and Kinter, E. B. (1965). "Mechanism of soil-lime stabilization, an interpretive review." Highw. Res. Rec. HIRRAX0073-2206, 92, 83-96.
11. Dixon, J. B., and Schulze, D. G. (2002). "Chapter 15: Smectites, SSSA book series: 7." Soil mineralogy with environmental applications construction failure, Soil Science Society of America, Inc., Madison, Wis.
12. FAA. (2004). "Advisory circular, item P-155 lime-treated subgrade and item P-157 cement kiln dust (CKD) treated subgrade DRAFT Parts I-IV, IX-AC 150/5370-10B." U.S.D.O.T.F.A. Administration.
13. INDOT. (2001). "Design procedure for soil modification or stabilization." Indiana Dept. of Transportation, Indianapolis, Ind., http://www.in.gov/indot/files/smod_geotech.pdf.
14. Kinter, E. B., and Diamond, S. (1956). "A new method for preparation and treatment of oriented-aggregate specimens of soil clays for x-ray diffraction analysis." Highw. Res. Rec., 82, 111-120.
15. Little, D. N. (1995). Handbook for stabilization of pavement subgrades and base courses with lime, Kendall/Hunt Publishing Company, Dubuque, Iowa.
16. Miller, G. A., and Azad, S. (2000). "Influence of soil type on stabilization with cement kiln dust." Constr. Build. Mater. CBVME20950-0618, 14(2), 89-97.
17. Miller, G. A., Zaman, M. M., Rahman, J., and Tan, N. K. (2003). "Laboratory and field evaluation of soil stabilization using cement kiln dust." ORA No. 125-5693, Univ. of Oklahoma, Norman, Okla.
18. Mitchell, J. K. (1986). Fundamentals of soil behavior, 3rd Ed., Wiley, Hoboken, N.J.
19. Parsons, R. L., Johnson, C. P., and Cross, S. A. (2001). "Evaluation of soil modification mixing procedures." Univ. of Kansas, Lawrence, Kan.
20. Peethamparan, S., Olek, J., and Helfrich, K. E. (2006). "Evaluation of the engineering properties of cement kiln dust (CKD) modified kaolinite clay." Proc., 21st Int. Conf. on Solid Waste Technology and Management, Philadelphia, 997-1006.
21. Santagata, M. C., and Bobet, A. (2002). "The use of cement kiln dust (CKD) for subgrade stabilization/modification." SPR No. 2575, Purdue Univ., West Lafayette, Ind.
22. Sparks, D. L. (2003). Environmental soil chemistry, Elsevier, San Diego.
23. USBR. (1989). "Performing laboratory compaction of soils-Harvard miniature." 5510, United States Department of the Interior Bureau of Reclamation, Denver.
24. Zaman, M., Laguros, J. G., and Sayah, A., (1992). "Soil stabilization using cement kiln dust." Proc., 7th Int. Conf. on Expansive Soils, Dallas, Tex., 1-5.
25. Zhang, Y. M., Sun, W., and Yan, H. D. (2000). "Hydration of high-volume fly ash cement pastes." Cem. Concr. Compos. CCOCEG0958-9465, 22(6), 445-452.