Performance evaluation of cement stabilized fly ash-GBFS mixes as a highway construction material

Waste Management

Volumn 28, Issue 8, 2008, Pages 1331-1337

  Singh, S P ^a   Tripathy, D P ^a   Ranjith, P G ^b  

^a NATIONAL INSTITUTE OF TECHNOLOGY   (India)

^b MONASH UNIVERSITY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; EMBANKMENTS; ENVIRONMENTAL ENGINEERING; PAVEMENTS;

GRANULATED BLAST FURNACE SLAG (GBFS); LIGHTWEIGHT EMBANKMENTS;

FLY ASH;

ALUMINUM OXIDE; CALCIUM OXIDE; CALCIUM SULFIDE; CEMENT; FERRIC OXIDE; LEAD OXIDE; MAGNESIUM OXIDE; MANGANESE OXIDE; ORGANOSULFUR DERIVATIVE; OXIDE; POTASSIUM OXIDE; SILICON DIOXIDE; SODIUM OXIDE; SULFUR OXIDE;

CEMENTS; EMBANKMENTS; ENVIRONMENTAL ENGINEERING; FLY ASH; PAVEMENTS;

CEMENT; CONSTRUCTION MATERIAL; EMBANKMENT; FLY ASH; MOISTURE CONTENT; PAVEMENT; ROAD CONSTRUCTION; WASTE DISPOSAL;

ARTICLE; BUILDING MATERIAL; DENSITY; ENVIRONMENTAL EXPOSURE; EVALUATION RESEARCH; FLY ASH; FURNACE; GEOGRAPHIC DISTRIBUTION; IRON AND STEEL INDUSTRY; MOISTURE; PHYSICAL CHEMISTRY; PRIORITY JOURNAL; SLAG; WASTE MANAGEMENT;

CARBON; COAL; COMPRESSIVE STRENGTH; CONSTRUCTION MATERIALS; INCINERATION; MATERIALS TESTING; PARTICULATE MATTER; REFUSE DISPOSAL; SOIL; TIME FACTORS;

EID: 44149100750     PISSN: 0956053X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.wasman.2007.09.017     Document Type: Article

References (18)

1. Bergeson, K.L., Barnes, A.G., 1998. Iowa thickness design for low volume roads using reclaimed hydrated class C fly ash bases, ISUERI-Ames 98401, Iowa State Univ., Ames, Iowa.
2. Cockrell C.F., and Leonard J.W. Characterization and Utilization Studies of Limestone Modified Fly ash vol. 60 (1970), Coal Research Bureau, Morgantown, W.V
3. Dhir, R.K., 2005. Emerging trends in fly ash utilization: World scenario. In: International Conference on Fly ash India, New Delhi, pp. 1.1-1.10.
4. DiGioia A.M., and Nuzzo W.L. Fly ash as structural fill. J. Power Div., ASCE 98 1 (1972) 77-92
5. Gray D.H., and Lin Y.K. Engineering properties of compacted fly ash. J. Soil Mech. Found. Eng., ASCE 98 4 (1972) 361-380
6. IS: 2720 (Part-16), 1979. Laboratory Determination of CBR.
7. IS: 2720 (Part-III, Section-1), 1980. Methods of Test for Soil: Specific Gravity of Soils.
8. IS: 2720 (Part-IV), 1985. Methods of Test for Soil: Grain Size Analysis.
9. IS: 4332 (Part-2), 1967. Determination of Water Content of Stabilized Soils Mixture.
10. IS: 4332 (Part-3), 1967. Test for Determination of Moisture Content-Dry Density Relation for Stabilized Soils Mixtures.
11. IS: 4332 (Part-5), 1970. Determination of Unconfined Compressive Strength of Stabilized Soils.
12. Jones C.W. Stabilization of expansive clay with hydrated lime and portland cement. HRB Bulletin-193 (1958) 40-47
13. Nicholson, P.G., Kashyap, V., Fuji, C.F., 1994. Lime and fly ash admixture improvement of tropical Hawaiian soils, transportation research record 1440. Transportation Research Board, Washington, DC, pp. 71-78.
14. Parsons, R.L., Milburn, J.P., 2003. Engineering behavior of stabilized soils. In: Proc., 82nd Annual Meeting (CD ROM), Transportation Research Board, Washington, DC.
15. Poran C.J., and Ahtchi-Ali F. Properties of solid waste incinerator fly ash. J. Geotech. Eng., ASCE 115 8 (1989) 1119-1133
16. Raymond, S., 1958. The utilisation of pulverised fuel ash, Civ. Engg. and Public Works Rev., London, England, vol. 53, pp. 1013-1016.
17. Shastry M.V.B.R., and Kumar S.G. Strength characteristics of lime stabilized clay-sand Mixes. Indian Geotechn. J. 19 1 (1989) 87-103
18. Singh, S.P., Panda, A.P., Mishra, A.N., 1996. Granulated blast furnace slag - a stabilizing agent. In: National Conference on Problematic Sub-soil Conditions, Terzaghi-96, Kakinada, pp. 137-141.