An Experimental Study on Bentonite and Quarry Dust Mixture to Use as a Landfill Liner
International Journal of Civil Engineering |
© 2018 by SSRG - IJCE Journal |
Volume 5 Issue 10 |
Year of Publication : 2018 |
Authors : Dr.V.Giridhar, S.Dharani |
How to Cite?
Dr.V.Giridhar, S.Dharani, "An Experimental Study on Bentonite and Quarry Dust Mixture to Use as a Landfill Liner," SSRG International Journal of Civil Engineering, vol. 5, no. 10, pp. 23-27, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I10P104
Abstract:
Waste management is one of the serious problems in India. The advancements in the field of geotechnics and geosynthetic are associated with growing environmental concern and have enabled the switch from open dumps to landfills. The main objective of the impermeable landfill liners is to reduce the migration of leachate to the ground water and reduces the reasonable amount. One of the critical parts of a landfill is liner. Generally, the materials used as liner is clay, but later on crack formation and degradation were observed for clay liners. Thereafter researchers began for obtaining a suitable material for landfill which is strong, least permeable, and also economical. For which an attempt was made to determine a mixture of bentonite and quarry dust as a liner it is a waste product from crusher and satisfies all the criteria of a landfill liner. In this Study the characteristics of mixture are determined with varying percentages of bentonite at 3, 6, 9, 12&15% and 10% quarry dust as liner and finally it was concluded that addition of 15% bentonite clay, behaved as a good barrier for the landfills
Keywords:
Landfill Liner, Bentonite, Quarry dust, Liquid limit, Plastic limit, Permeability.
References:
[1] Bairwa ramlakhan , Saxena anil kumar, arora t.r. studied on “effect of lime and fly ash on engineering properties of black cotton soil”. International Journal of Emerging Technology and Advanced Engineerin (ISSN 2250-2459, ISO 9001:2008 Certified Journal, Volume 3, Issue 11, November 2013).
[2] J.Jayapal & S.Boobathiraja (2014), “Weak Soil Stabilization using Different Admixtures- A Comparative Study”, International Journal of Engineering Research & Technology Vol. 3.
[3] V. Srikanth. A. K. Mishra (2016) “Laboratory Study On The Geotechnical Characteristics Of Sand–Bentonite Mixtures and the Role of Particle Size of Sand”, International Journal of Geo-synthetic and Ground Engineering.
[4] Ancy C Baby, Fesin, MariyaSkariya, RijaJohny Experimental Study on Bentonite-Quarry Dust Mixture to Use as a Landfill Liner.International Journal of Science, Engineering and Technology Research (IJSETR) Volume 06, Issue 0, 2017.
[5] Lee, J.M. and Shackelford, C.D Craig H.Benson, Ho-young jo,; 2005 Correlating index properties and hydraulic conductivity of geosynthetic clay liners, Journal of Geotechnical and Geo-environmental Eng. ASCE.
[6] Jo, H.Y., Benson, C.H., Shackelford, C.D., Lee, J.M. and Edil, T.B.: 2005, Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions, Journal of Geotechnical and Geo-environmental Eng, ASCE, 131, 405-417.
[7] Ziaie -Moayed, R. and Naeini, S.A.:2009, Effect of plasticity index and reinforcement on the CBR value of soft clay, international general on civil engineering.
[8] Jefferson, I. and Rogers, C.D.F.: 1998, Liquid limit and the temperature sensitivity of clays, engineering Geology.
[9] Schmitz, R.M., Schroeder, c. and Charlier, R.:2004, Chemo-mechanical interaction in cay: a relation between clay mineralogy and Atterberg’s limits, applied science.
[10] Yong, R.N., Mohamed, A.M.O and Warkentin, B.P.:1992, Principles of contaminate transport in soils, developments in Geotechnical engineering..
[11] D.Rama Bhupal Reddy and M.Reddi Bhaskar Reddy municipal solid waste in kadapa city.
[12] Kolawole (2006) acceptable water content zone based on hydraulic conductivity. Enson.
[13] Kaya, A., Dyrakam, S., Oren, A.H. and Yukselen, Y.: 2006, Determining the engineering properties of bentonite-zeolite mixers, Turkish Chamber if Civil Engineering, Digest, 17, 1075-1088.
[14] T. William Lambe, Za-ChiehMoh, Researchgatenet Publication, Massachusetts Institute of Technology, Cambridge, “Improvement of Strength of Soil-Cement with Additives”.
[15] Lins Paul Kuriakose, A.Madheeha, Amal Francis, Basil Joseph Baby, Mowshmi Subramannyan. Comparative Study on Performances of Clay - Bentonite and Bentonite - Quarry Dust Mixture as Landfill Liner. International Journal of Engineering Research and Application. ISSN : 2248-9622, Vol. 8, Issue3, ( Part -2) march2018.