1 minute read

International Journal for Research in Applied Science & Engineering Technology (IJRASET)

ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor: 7.538

Advertisement

Volume 11 Issue II Feb 2023- Available at www.ijraset.com

References

[1] Amarjit Singh (1967). Use of lime-fly ash in soil stabilisation for roads, Jl. Of Indian Roads Congress, vol-XXX-1,143.

[2] Amos,D.F. and Wright,J.D.,1972, The effect of soil fly Ash on soil physical characteristics, Proc. Of Third Mineral Waste Utilisation Symposium, Chicago, pp. 95- 104.

[3] Bell, F.G., 1993, Engineering treatment of soils, E & FN Spon Publishers, London.

[4] Bhoominathan,A. and Hari,S.,1999, Behaviour of fly ash under static and cyclic loading, Proc.of Indian Geotechnical Conference, Calcutta,pp.324-326.

[5] Bose, B. (2012), “Geo-engineering Properties of Expansive Soil Stabilized with Fly Ash”, Electronic Journal of Geotechnical Engineering, Vol. 17, pp. 13391353.

[6] Cokca, E. (2001), “Use of Class C fly ash for the stabilization of an expansive soil”, ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol. 127, Issue 7, pp. 568–573.

[7] Cokca,E.,2001, Use of class-C fly ashes for the stabilisation of expansive soil, Jl.of Geotechnical and Geo environmental engg.,vol.127,pp.568-573.

[8] Gayathri, M., P. Singh, and M. Prashanth, Soil Stabilization using Terrasil, Cement and Flyash. i-Manager's Journal on Civil Engineering, 2016. 6(4): p. 31.

[9] Hakari, U.D.and Puranik,S.C.,2010,Evaluation of swell potential and identification of expansive and problematic soils in civil engineering works by newly developed matrices based on index and grain size properties, Electronic Journal of Geotechnical Engineering (EJGE),vol.15,pp.1712-1726.

[10] Holtz, W. G., and Gibbs, H. J. (1956), “Engineering properties of expansive clays” Transactions ASCE. Vol. 121, pp. 641–677.

[11] Indraratna,B.,Nutalaya, P. and Kuganenthria, N.,1991, Stabilisation of a dispersive soil by blending with fly ash, Qtrly Jl. of Engineering Geology, vol.24,pp.275-290.

[12] Johnson, R. and K. Rangaswamy. Improvement of Soil Properties as a Road Base Material Using Nano Chemical Solution. in 50th Indian Geotechnical Conference. 2015.

[13] Kumar, A., Walia, B.S., and Bajaj, A. (2007), “Influence of Fly Ash, Lime and Polyester Fibers on Compaction and Strength Properties of Expansive Soil”, Journal of Materials in Civil Engineering, Vol. 19, Issue 3, pp. 242-248

[14] Lekha, B., S. Goutham, and A.R. Shankar. Laboratory investigation of soil stabilized with nano chemical. in Proceedings of Indian Geotechnical Conference. India December. 2013.

This article is from: