Abstract
Municipal solid waste (MSW) is heterogeneous in nature. As lands for disposal are not adequate, solid waste is becoming a major environmental problem. At present, incineration is one of the methods being used in the Ghazipur landfill for the treatment of municipal solid waste. An experimental investigation is performed to understand the effect on the unconfined compression strength of clayey soil mixed with different percentages of municipal solid waste. Usually, clayey soils have low-strength characteristics due to which they are unable to take excessive loads transmitted on them from the foundation structures. The study outlines the influence on the properties of soil and its engineering behaviour when ash is used in different proportions and hence proving it as soil stabilizing material for ground improvement. The tests results demonstrated good improvement in strength of soil and showed that MSW ash can be used for ground improvement. The increase in unconfined compressive strength exceeded 50% as compared to pure soil.
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Sivapullaiah PV, Prashanth JP, Sridharan A (1996) Effect of fly ash on the index properties of black cotton soil. Soils Found 36:97–103
Mirsa A (1998) Stabilization characteristics of clays using class C fly ash. Transp Res Rec 1611:98–1025
Temimi M, Rahal MA, Yahiaoui M, Jauberthie R (1998) Recycling of fly ash in the consolidation of clay soils. Resour Conserv Recycl 24(1):1–6
Puppala A, Hoyos L, Viyanant C, Musenda C (2001) Fiber and fly ash stabilization methods to treat soft expansive soils. In: Soft ground technology conference, March 2001
Çokça E (2001) Use of class C fly ashes for the stabilization of an expansive soil. J Geotech Geoenviron Eng 127(7)
Nalbantoglu Z (2004) Effectiveness of class C fly ash as an expansive soil stabilizer. Constr Build Mater 18(6):377–381
Prabakara J, Dendorkarb N, Morchhalec RK (2004) Influence of fly ash on strength behavior of typical soils. Constr Build Mater 18:263–267
Phani Kumar BR, Sharma RS (2004) Effect of fly ash on engineering properties of expansive soils. J Geotech Geoenviron Eng 1307:764–767
Amu O, Fajobi AB, Afekhuai SO (2005) Stabilizing potential of cement and fly ash mixture on expansive clay soil. J App Sci 5. https://doi.org/10.3923/jas.2005.1669.1673
Parsons RL, Kneebone E (2005) Field performance of fly ash stabilised subgrades. Ground Improv 9:33–38
Misra A, Biswas D, Upadhyaya S (2005) Physico-mechanical behavior of self-cementing class C fly ash–clay mixtures. Fuel 84:1410–1422
Kate JM (2005) Strength and volume change behaviour of expansive soils treated with fly ash. In: Geo frontiers 2005, ASCE. Geotechnical Special Publication
Edil TB, Acosta HA, Benson CH (2006) Stabilizing soft fine-grained soils with flyash. J Mater Civ Eng 18:283–294
Senol A, Edil TB, Acosta HA, Benson CH (2006) Soft subgrades’ stabilization by using various fly ashes. Resour Conserv Recycl 46(4):365–376
Kumar A, Walia BS, Bajaj A (2007) Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil. J Mater Civ Eng 19(3)
Zha F, Liu S, Du Y, Cui DK (2008) Behavior of expansive soils stabilized with fly ash. Nat Hazards 47:509–523
Shafiquea SB, Rahmanb K, Yaykirana M, Azfara I (2010) The long-term performance of two fly ash stabilized fine-grained soil subbases. Resour Conserv Recycl 54:666–672
Bose B (2012) Geo engineering properties of expansive soil stabilized with fly ash. Electron J Geotech Eng, Vol. 17, Bund J, pp. 1339–1353
Sharma NK, Swain SK, Sahoo UC (2012) Stabilization of a clayey soil with fly ash and lime: a micro level investigation. Geotech Geol Eng 30:1197–1205
Lin B, Cerato AB, Madden AS, Elwood Madden ME (2013) Effect of fly ash on the behavior of expansive soils: microscopic analysis. Environ Eng Geosci 19(1):85–94
Vizcarra GOC, Casagrande MDT, da Motta LMG (2014) Applicability of municipal solid waste incineration ash on base layers of pavements. J Mater Civ Eng 26(6)
Athanasopoulou A (2014) Addition of lime and fly ash to improve highway subgrade soils. J Mater Civ Eng 26:773–775
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Baruah, D., Goel, S., Gupta, C., Sahu, A.K. (2020). Ground Improvement Using Municipal Solid Waste Ash. In: Shukla, S., Barai, S., Mehta, A. (eds) Advances in Sustainable Construction Materials and Geotechnical Engineering. Lecture Notes in Civil Engineering , vol 35. Springer, Singapore. https://doi.org/10.1007/978-981-13-7480-7_25
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DOI: https://doi.org/10.1007/978-981-13-7480-7_25
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