Abstract
Protection of our environment from pollutants emanating from wastes generated by man made activities and disposal systems in less developed countries is now a matter of growing concern. Laboratory tests were conducted on compacted tropical clay treated with up to 16 % rice husk ash (RHA) an agro-industrial waste to access its suitability in waste containment barrier application. Soil–RHA mixtures was compacted using standard Proctor, West African Standard and modified Proctor efforts at −2, 0, 2 and 4 % of optimum moisture content. Index properties, volumetric shrinkage, hydraulic conductivity, and unconfined compressive strength tests were performed. Overall acceptable zones under which the material was suitable (low hydraulic conductivity <1 × 10−9 m/s, minimum volumetric shrinkage strain <4 % and high compressive strength > 200 kN/m2) were obtained. Results suggest the suitability of this material in waste containment barrier application for up to 8 % RHA treatment,which will ameliorate the environmental problems created by this agro-industrial waste.
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Eberemu, O.A., Osinubi, K.J.: Soil water characteristic curves of compacted lateritic soils treated with bagasse ash. In: Manoj Datta, Srivastava, R.K. Srivastava, G.V. Ramana, J.T. Shahu (eds.) Proceeding of the 6th International Congress on Environmental Geotechnics New Delhi, India. Nov. 8th–12th 2010. Environmental Geotechnics for Sustainable Development. Sessions on Testing and Monitoring. Tata McGraw Hill Education Private Limited Copyright, pp. 1378–1384 (2010)
Eberemu, A.O., Amadi, A.A., Ibrahim, B.: Diffusion of municipal waste contaminants in compacted lateritic soil treated with bagasse ash. Presented at the 1st West African International Workshop on landslides and other natural disasters, Nsukka 2010. March 22nd–26th. University of Nigeria Nsukka. Book of Abstract pp. 12. (2010)
Mitchel, K.J.: Performance of engineered waste containment barriers. Geotechnics of waste management and remediation. Geotechnical Special Publication. ASCE. Geocongress 2008. GSP 177, pp 1–15 (2008)
Rukzon, S., Chindaprasiri, P., Mahachai, R.: Effect of grinding on chemical and physical properties of rice husk ash. Int. J. Miner. Met. Mater. 16(2), 242–247 (2009)
Habeeb, G.A., Mahmud, H.B.: Study on properties of rice husk ash and its uses as cement replacement material. Mat. Res. Sao Carlos 13(2), 185–190 (2010)
Oyetola, E.B., Abdullahi, M.: The use of rice husk ash in low–cost sandcrete block production. Leonardo Electron. J. Pract. Technol. 5(8), 58–70 (2006)
Habeeb, G.A.: Rice husk ash concrete: the effect of rice husk ash average particle size on mechanical properties and drying shrinkage. Aust. J. Basic Appl. Sci. 3(3), 1616–1622 (2009)
Rashid, M.H., Molla, M.K.A., Ahmed, T.U.: Mortar incorporating rice husk ash: strength and porosity. Eur. J. Sci. Res. 40(3), 471–477 (2010)
Krishna, R.N.: Rice husk ash—an ideal admixture for concrete in aggressive environment. Recycling construction Waste for sustainable development. Organized by CREAM, UiTM, ACCI and CSM, Kuala Lumpur (2008)
Mehta, P.K.: Rice husk ash—a unique supplementary cement material. In: Malhotra, V.M. (ed.) Proceeding of International conference on Advance in Concrete Technology-CANMET. Greece, pp. 407–431 (1992)
Kartini, K.: Mechanical, time-dependent and durability properties of Grade 30 rice husk ash concrete. Unpublished Ph.D Thesis, University of Malaya, Malaysia, pp. 1–324 (2009)
Kartini, K.: Rice husk ash in concrete. University Publication Centre (UPENA), Shah Alam, Malaysia. ISBN 978-967-363-025-7 (2010)
Kartini, K.: Rice husk ash- pozzolanic material for sustainability. Int. J. Appl. Sci. Technol. 1(6), 169–178 (2011)
Ali, J.F., Adnan, A., Choy, C.K.: Geotechnical properties of a chemically stabilized soil from Malaysian with rice husk as an additive. Geotech. Geol. Eng. 10, 117–134 (1992)
Okafor, F.O., Okonkwo, U.N.: Effect of rice husk ash on some geotechnical properties of lateritic soil. Leonardo Electron. J. Pract. Technol. 15, 67–74 (2009)
Muntohar, A.S.: Swelling characteristics and improvement of expansive soil with rice husk ash. In: Amer Ali Al-Rawas, Zeynai, F.A. Goosen (eds.) Expansive soil recent advances in characterization and treatement Chapter 10. Taylor & Francis (2006)
Eberemu, A.O.: Desiccation induced shrinkage of compacted tropical clay treated with rice husk ash. Int. J. Eng. Res. Afr. (JERA) 6, 45–64 (2011). doi:10.4028/www.scientific.net/JERA.6.45. Trans Tech Publications, Switzerland
Eberemu, A.O.: Consolidation properties of compacted lateritic soil treated with rice husk ash. J. Geomat. (GM). 1(3), 70–78 (2011). doi:10.4236/gm.2011.13011. Scientific Research Publishing, September 2011. http://www.scirp.org/journal/gm)
Daniel, D.E., Benson, C.H.: Water content density criteria for compacted soil liners. J. Geotech. Eng. ASCE 116(12), 1811–1830 (1990)
Edil, T.B., Linda, K.S., Berthouex, P.M.: Interaction of inorganic leachate with compacted pozzolanic fly ash. J. Geotech. Eng. 118(9), 1410–1430 (1992)
Daniel, D.E.: Clay liners. In: Daniel, David.E. (ed.) Geotechnical practice for waste disposal, pp. 137–163. Chapman and Hall, London (1993)
Shackelford, C.D.: Geoenvironmental design consideration for tailing dams. Proceedings of the International Symposium on Seismic and Environmental Aspests of Dam Design: Earth, Concrete and Tailing Dams. Santiago, Chile, Oct 14–18, Vol. 1 (1996)
Kunes, T., Smith, M.: Waste disposal consideration for green sands and use in foundry industry. Proceedings of the AFS-CMI Conference on Green Sand Productivity for the 80’s: Cost Metals, Am. Foundry Men’s Soc. Des. Planner. 111, 143–165 (1983)
Sachdev, D.R., Amdurer, M.: Fly ash as a waste pile liner material. Feasibility Study Report No. EP 82–84. Empire State Electric Energy Corporation, New York (1985)
Vesperman, K.D., Edil, T.B., Berthouex, P.M.: Permeability of fly ash and fly ash/sand mixtures. Impermeable barrier for soils and rock. STP. No. 874, ASTM. Philadelphia, pp 170–180 (1985)
Bowders, J.J., Usmen, M.A., Cridley, J.S.: Stabilized fly ash for use as low permeability barriers. Proceedings of the Conference on Geotechnical Practice for Waste Disposal; GSP No. 13 ASCE, NY, pp. 320–333 (1987)
Edil, T.B., Berthouex, P.M., Vesperman, K.D.: Fly ash as a potential waste liner. In: Woods, R.D. (ed.) Geotechnical practice for waste disposal. ASCE GSP. No. 13, pp. 447–461 (1987)
Broderick, G., Daniel, D.E.: Stabilizing compacted clay against chemical attack. J. Geotech. Eng. ASCE 116(10), 1549–1567 (1990)
Creek, D. N., Shackelford, C.D.: Permeability and leaching characteristics of fly ash liner materials. Geoenvironmental Engineering and Engineering properties of Rock, soil and Aggregates.Transportation Research Record. No. 1345, National Academy Press, Washington D.C. pp 74–83 (1992)
Veirbicher Associates: Third annual report beneficial reuses of selected foundry waste materials prepared for grade foundries. Vierbicher Associated, Madison (1995)
Freber B.W.: Beneficial reuse of selected foundry waste material. Proceedings of 19th International Madison Waste Conference, Madison, WI, Sept., No. 13, pp. 246–257 (1996)
Abichou, T., Benson, C.H., Edil, G.T.: Foundry green sand as hydraulic barriers laboratory studies. J. Geotech. Geoenviron. Eng. ASCE 126, 1174–1183 (2000)
Abichou, T., Benson, C.H., Edil, T.: Microstructure and hydraulic conductivity of simulated sand bentonite mixture. Clay Clay Miner. 50(5), 537–545 (2002)
Abichou, T., Benson, C.H., Edil, T.: Network model for hydraulic conductivity of sand bentonite mixture. Can. Geotech. J. 41(4), 698–712 (2004)
Amadi, A.A.: Use of fly ash stabilized laterite as barrier in waste containment facilities. Unpublished M.Sc. Thesis. Ahmadu Bello University, Zaria (2003)
Nwaiwu, C.M.O.: Evaluation of compacted lateritic soils as hydraulic barriers in municipal solid waste containment systems. Unpublished Ph.D. Dissertation. Ahmadu Bello University, Zaria (2004)
Osinubi, K.J., Eberemu, A.O., Amadi A.A.: Compacted lateritic soil treated with blast furnaces slag as hydraulic barriers in waste containment. Int. J. Risk Assess. Manag. 13(2), 171–188 (2009)
Eberemu, O.A.: Evaluation of bagasse ash treated lateritic soil as a suitable material for waste landfill barrier (liner) and cover. Unpublished Ph.D Dissertation. Ahmadu Bello University, Zaria (2008)
AASHTO: Standard specification for transportation materials and methods of sampling and testing, 14th edn. AASHTO, Washington, DC (1996)
ASTM.: Annual book of ASTM standards, Philadephia. Vol. 04.08, (1992)
British Standard Institute.: Methods of testing soils for civil engineering purposes. BS EN 1377, London (1990)
Nigerian General Specification: Nigerian general specification for road works and bridges. Federal Ministry of Works and Housing, Abuja (1997)
Head, K.H.: Manual of soil laboratory testing. Volume 2: permeability, shear strength and compressibility tests, 2nd edn. Pentech Press, London (1994)
Benson, C.H., Zhai, H., Wang, X.: Estimating hydraulic conductivity of compacted clay liners. J. Geotech. Eng. ASCE 2, 366–387 (1994)
Rowe, R.K., Quigley, M.R., Booker, R.J.: Clayey barrier systems for waste disposal facilities E & FN Spon. An imprint of Chapman & Hall. 2–6. Boundary Row, London. pp. 1–390. (1995)
Ferguson, G.: Use of self-cementing fly ashes as a soil stabilization agent. Fly ash for soil improvement, Geotechnical special publication No. 36, ASCE, New York, pp. 1–14 (1993)
Nicholson, P.G, Kashyap,V.: Flyash stabilization of tropical Hawaiian soils. Fly ash for soil improvement, Geotechnical special publication No. 36, ASCE, New York, pp. 15–29 (1993)
Osinubi, K.J., Eberemu, A.O. and Aliu, O.S.: Stabilization of laterite with cement and bagasse ash admixture. Proceedings of the First International Conference on Environmental Research, Technology Policy ERTEP 2007 under the auspices of International Society of Environmental Geotechnology, Accra, Ghana, 16–19 July. Category B: Mining and Environment. 1–14 (2007)
Lambe, T.W.: The structure of compacted clay. J. Soil Mech. Found. Eng. Div. ASCE 84(2), 1–35 (1958)
Acar, Y., Oliveri, I.: Pore fluid effects on the fabric and hydraulic conductivity of laboratory compacted clay. Transp. Res. Rec. 1219, 144–159 (1989)
Olsen, H.W.: Hydraulic flow through saturated clays. Proceedings of the Ninth National Conference on Clays and Clay Minerals. pp 131–161 (1962)
Mitchell, J.K., Hooper, D.R., Campanella, R.G.: Permeability of compacted clay. J. Soil Mech. Found. Div. ASCE 91(SM4), 41–65 (1965)
Garcia-Bengochea, I., Lovell, C.W., Altschaeffl, A.G.: Pore distribution and permeability of silty clay. J. Geotech. Eng. ASCE 105(7), 839–856 (1979)
Benson, C.H., Daniel, D.E.: Influence of clods on hydraulic conductivity of compacted clay. J. Geotech. Eng. ASCE. 116(8), 1231–1248 (1990)
Osinubi, K.J., Eberemu, O.A.: Hydraulic conductivity of compacted lateritic soil treated with blast furnace slag. Electron. J. Geotech. Eng. (EJGE), 11, 2006—Bundle D. Paper 0693 (2006)
Daniel, D.E., Wu, Y.K.: Compacted clay liners and covers for arid site. J. Geotech. Eng. ASCE. 119(2), 223–237 (1993)
Albrecht, B.A., Benson, C.H.: Effect of desiccation on compacted natural clay. J. Geotech. Geoenviron. Eng. ASCE 127(1), 67–75 (2001)
Osinubi, K.J., Eberemu, A.O.: Desiccation-induced shrinkage of compacted lateritic soil treated with bagasse ash. The Twenty Fourth International Conference of Solid Waste Technology and Management CD-ROM, 15th–18th March 2009, Philadelphia, PA, USA. Session 5c; Bioreactors and Innovative Landfills, pp 856–867 (2009)
Osinubi, K.J., Eberemu, A.O.: Desiccation induced shrinkage of compacted lateritic soil treated with blast furnaces slag. Geotech. Geol. Eng. J. 28, 537–547 (2010). doi:10.1007/s10706-010-9308-6
Mitchell, J.K.: Fundamental of soil behaviour, p. 422. Wiley, Hoboken (1976)
Haienes, W.: The volume changes associated with variations of water content in soils. J. Agric. Sci. 13, 296–310 (1923)
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Eberemu, A.O., Amadi, A.A. & Osinubi, K.J. The Use of Compacted Tropical Clay Treated With Rice Husk Ash as a Suitable Hydraulic Barrier Material in Waste Containment Applications. Waste Biomass Valor 4, 309–323 (2013). https://doi.org/10.1007/s12649-012-9161-3
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DOI: https://doi.org/10.1007/s12649-012-9161-3