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Original Articles

Swelling behaviour of expansive soil treated with fly ash–GGBS based binder

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Pages 191-200 | Received 22 Jan 2015, Accepted 15 Jul 2016, Published online: 02 Aug 2016

References

  • Abduljauwad, S.N., 1993. Treatment of calcareous expansive clays. Fly ash for Soil Improvement. ASCE Geotechnical Special Publication no. 36. Dallas, TX: ASCE Press, 100–115.
  • ASTM:D4546, 2014. Standard test methods for one-dimensional swell or collapse of soils. West Conshohocken, PA: ASTM International.
  • ASTM:D5890, 2011. Standard test method for swell index of clay mineral component of geosynthetic clay liners. West Conshohocken, PA: ASTM International.
  • Bhuvaneshwari, S., Robinson, R., and Gandhi, S., 2005. Stabilization of expansive soils using fly ash. New Delhi, India: Fly Ash Utilization Programme,(FAUP), Technology Information Forecasting & Assessment Council (TIFAC), Department of Science and Technology (DST).
  • Bijen, J., 1996. Benefits of slag and fly ash. Construction and Building Materials, 10 (5), 309–314. doi:10.1016/0950-0618(95)00014-3
  • Billong, N., et al. 2011. Improving hydraulic properties of lime–rice husk ash (RHA) binders with metakaolin (MK). Construction and Building Materials, 25 (4), 2157–2161. doi:10.1016/j.conbuildmat.2010.11.013
  • Cokca, E., 2001. Use of class C fly ashes for the stabilization of an expansive soil. Journal of Geotechnical and Geoenvironmental Engineering, 127 (7), 568–573. doi:10.1061/(ASCE)1090-0241(2001)127:7(568)
  • Cokca, E., Yazici, V., and Ozaydin, V., 2009. Stabilization of expansive clays using granulated blast furnace slag (GBFS) and GBFS-cement. Geotechnical and Geological Engineering, 27 (4), 489–499. doi:10.1007/s10706-008-9250-z
  • Dakshanamurthy, V., 1978. A new method to predict swelling using a hyperbolic equation. Geotechnical Engineering, 9, 1.
  • Higgins, D., Kinuthia, J., and Wild, S., 1998. Soil stabilization using lime-activated ground granulated blast furnace slag. Volume 178. ACI Special Publication, 178. Farmington Hills, MI: ACI Publication, 1057–1074.
  • Hunter, D., 1988. Lime-induced heave in sulfate-bearing clay soils. Journal of Geotechnical Engineering, 114 (2), 150–167. doi:10.1061/(ASCE)0733-9410(1988)114:2(150)
  • IS:2720(Part-40), 1977. Methods of test for soils. Part 40: determination of free swell index of soils. New Delhi: Bureau of Indian Standards.
  • IS:2720(Part-41), 1977. Methods of test for soils. Part 41: determination of swelling pressure of soils. New Delhi: Bureau of Indian Standards.
  • Jennings, J.E., 1963. Discussion on “The heaving of buildings and associated economic consequences with particular reference to orange free state gold fields”. The Civil Engineers, S. A., 5, 122.
  • Madhyannapu, R.S., 2007. Deep mixing technology for mitigation of swell-shrink behavior of expansive soils of moderate to deep active depths. PhD Thesis. University of Texas at Arlington.
  • Mishra, A.K., Dhawan, S., and Rao, S.M., 2008. Analysis of swelling and shrinkage behavior of compacted clays. Geotechnical and Geological Engineering, 26 (3), 289–298. doi:10.1007/s10706-007-9165-0
  • Mitchell, J., 1993. Fundamentals of soil behavior. New York: Wiley.
  • Nalbantoğlu, Z., 2004. Effectiveness of class C fly ash as an expansive soil stabilizer. Construction and Building Materials, 18 (6), 377–381. doi:10.1016/j.conbuildmat.2004.03.011
  • Nalbantoglu, Z. and Gucbilmez, E., 2002. Utilization of an industrial waste in calcareous expansive clay stabilization. ASTM Geotechnical Testing Journal, 25 (1), 78–84. doi:10.1520/GTJ11082J
  • Nelson, J.D. and Miller, D.J., 1992. Expansive soils: problems and practices in foundation and pavement engineering. New York: John Wiley & Sons.
  • Pacheco-Torgal, F., Castro-Gomes, J., and Jalali, S., 2008. Alkali-activated binders: a review: Part 1. Historical background, terminology, reaction mechanisms and hydration products. Construction and Building Materials, 22 (7), 1305–1314. doi:10.1016/j.conbuildmat.2007.10.015
  • Pandian, N. and Krishna, K., 2003. The pozzolanic effect of fly ash on the California bearing ratio behavior of black cotton soil. Journal of Testing and Evaluation, 31 (6), 479–485.
  • Phani Kumar, B. and Sharma, R.S., 2004. Effect of fly ash on engineering properties of expansive soils. Journal of Geotechnical and Geoenvironmental Engineering, 130 (7), 764–767. doi:10.1061/(ASCE)1090-0241(2004)130:7(764)
  • Puppala, A.J., et al., 2001. Sulfate heaving problems in stabilized Soils: observations from a few case studies. In: Proceeding of 2nd International Conference on Engineering Materials, August San Jose, CA. Japan Society of Civil Engineers (JSCE) and Canada Society of Civil Engineers (CSCE).
  • Rao, S.N. and Rajasekaran, G., 1996. Reaction products formed in lime-stabilized marine clays. Journal of Geotechnical Engineering, 122 (5), 329–336. doi:10.1061/(ASCE)0733-9410(1996)122:5(329)
  • Ravikumar, D., Peethamparan, S., and Neithalath, N., 2010. Structure and strength of NaOH activated concretes containing fly ash or GGBFS as the sole binder. Cement and Concrete Composites, 32 (6), 399–410. doi:10.1016/j.cemconcomp.2010.03.007
  • Seed, H.B., Woodward, R.J., and Lundgren, R., 1963. Prediction of swelling potential for compacted clays. Transactions of the American Society of Civil Engineers, 128 (1), 1443–1477.
  • Sharma, R.S., 1998. Mechanical behaviour on unsaturated highly expansive clays. Ph.D Thesis. University of Oxford.
  • Shelke, A.P. and Murty, D.S., 2010. Reduction of swelling pressure of expansive soils using EPS Geofoam. In: Proceeding of Indian Geotechnical Conference. Mumbai: Indian Geotechnical Society, 495–498.
  • Siddique, R., 2008. Waste materials and by-products in concrete. Berlin: Springer Press-Verlag.
  • Sivapullaiah, P.V., Sitharam, T.G., and Rao, K., 1987. Modified free swell index for clays. ASTM Geotechnical Testing Journal, 10, 2.
  • Sridharan, A. and Gurtug, Y., 2004. Swelling behaviour of compacted fine-grained soils. Engineering Geology, 72 (1–2), 9–18. doi:10.1016/S0013-7952(03)00161-3
  • Sridharan, A. and Prakash, K., 1985. Improved rectangular hyperbola method for the determination of coefficient of consolidation. Geotechnical Testing Journal, 8 (1), 37–40. doi:10.1520/GTJ10855J
  • Sridharan, A. and Sivapullaiah, P.V., 2005. Mini compaction test apparatus for fine grained soils. Geotechnical Testing Journal, 28 (3), 240–246.
  • Tuncer, E., Ordemir, I., and Oud, M., 1989. Soil susceptibility to dispersion. In: The 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Br, 08/13-18/89. Rio de Janeiro: CRC Press, 2115–2118.
  • Olphen, H. van. 1977. An introduction to clay colloid chemistry. New York: John Wiley & Sons.
  • Wild, S., et al. 1998. Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime-stabilised sulphate-bearing clay soils. Engineering Geology, 51 (1), 37–53. doi:10.1016/S0013-7952(98)00039-8
  • Zha, F., et al. 2008. Behavior of expansive soils stabilized with fly ash. Natural Hazards, 47 (3), 509–523. doi:10.1007/s11069-008-9236-4

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