The pozzolanic effect of fly ash on the California bearing ratio behavior of black cotton soil

Journal of Testing and Evaluation

Volumn 31, Issue 6, 2003, Pages 479-485

  Pandian, N S ^a   Krishna, K C ^b  

^a INDIAN INSTITUTE OF SCIENCE   (India)

^b MALNAD COLLEGE OF ENGINEERING   (India)

Author keywords

Black cotton soil; California bearing ratio; Compaction; Curing; Fly ash; Pozzolanic reaction

Indexed keywords

BEARING CAPACITY; COMPACTION; COMPOSITION EFFECTS; CURING; ENVIRONMENTAL IMPACT; GEOTECHNICAL ENGINEERING; MECHANICAL TESTING; PARTICLE SIZE ANALYSIS; PAVEMENTS; SOILS; WASTE DISPOSAL; COAL; COAL ASH; COTTON; FOSSIL FUEL POWER PLANTS; PARTICLE SIZE; PULVERIZED FUEL; THERMOELECTRIC POWER PLANTS;

BLACK COTTON SOIL; CALIFORNIA BEARING RATIO; POZZOLANIC EFFECT;

FLY ASH;

BLACK COTTON SOIL; CALIFORNIA BEARING RATIO; CURING; ENGINEERING APPLICATIONS; ENGINEERING PROPERTIES; POWER LED; POZZOLANIC EFFECT; POZZOLANIC REACTION; PULVERIZED COALS; THERMAL POWER STATIONS;

EID: 0347764727     PISSN: 00903973     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

1. Raymond, S., "Pulverized Fuel Ash as Embankment Material," Proceedings of the Institution of Civil Engineers, London, Vol. 19, 1961, pp. 515-536.
2. Digioia, A. M. and Nuzzo, W. L., "Fly Ash as Structural Fill," Journal of Power Division, ASCE, Vol. 98, No. 1, 1972, pp. 77-92.
3. Leonards, G. A. and Bailey, B., "Pulverized Coal Ash as Structural Fill," Journal of Geotechnical Engineering Division, ASCE, Vol. 108, 1982, pp. 517-550.
4. Toth, P. S., Chan, H. T., and Cragg, C. B. "Coal Ash as Structural Fill with Special Reference to Ontario Experience," Canadian Geotechnical Journal, Vol. 25, 1988, pp. 694-704.
5. Murthy, A.V.S.R. "Fly Ash in Construction of Roads and Embankments," Ash Ponds and Ash Disposal Systems, V. S. Raju, et al., Eds., Narosa Publishing House, New Delhi, 1996, pp. 222-237.
6. Sridharan, A., Pandian, N. S., and Srinivasa Rao, P. "Shear Strength Characteristics of Some Indian Fly Ashes," Ground Improvement, London, Vol. 2, 1998, pp. 141-146.
7. Pandian, N. S., Rajasekhar, C., and Sridharan, A., "Studies on the Specific Gravity of Some Indian Coal Ashes," Journal of Testing and Evaluation, Vol. 26, No. 3, 1998, pp. 177-186.
8. Borden, R. H. and Baez, J. I., "Testing Techniques for Evaluating the Shear Strength of Lime/Fly Ash Slurry Stabilized Soil," Geotechnical Testing Journal, Vol. 14, No. 3, 1991, pp. 247-256.
9. Indraratna, B., Nutalaya, P. and Kuganenthira, N., "Stabilization of Dispersive Soil by Blending with Fly Ash," Quarterly Journal of Engineering Geology, Vol. 24, 1991, pp. 275-290.
10. "IS: 2720 (part 7)-1980, Methods of Test for Soils: part 7, Determination of Water Content-Dry Density Relation Using Light Compaction," Bureau of Indian Standards, New Delhi.
11. "IS: 2720 (part 16)-1979, Methods of Test for Soils: part 16, Laboratory Determination of CBR," Bureau of Indian Standards, New Delhi.
12. Pandian, N. S. and Krishna, K. C., "CBR Behaviour of Fly Ash Murrum Mixes," Ground Improvement, London, Vol. 5, No. 4, 2001, pp. 177-181.