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dc.creatorRajesh Kumar, K.
dc.creatorGobinath, R.
dc.creatorShyamala, G.
dc.creatorViloria, Emelec
dc.creatorVarela, Noel
dc.date.accessioned2020-11-12T17:54:05Z
dc.date.available2020-11-12T17:54:05Z
dc.date.issued2019
dc.identifier.urihttps://hdl.handle.net/11323/7289
dc.description.abstractThe research is undertaken to study the combined reinforcing and stabilizing effect of Eco sand, Metakaolin added with Polypropylene fibers in silty soil obtained from Nilgris district. In this work, an effort is made to obtain the impact of adding polypropylene fibers in fixed ratios (eco sand10%_metakaolin 5%) tandem with two novel stabilizing agents in various proportions (polypropylene fiber 0.1% & 0.2%) is the effects of non-traditional additives on the geotechnical properties of soils have been the focus of much investigation in recent years. It has been well established that the plasticity index and also the size, shape, and arrangement of soil particles will affect the treatment process of natural soils with additives. Stabilization of soils that are subjected to a regular variation in the temperature requires the most probable selection of suitable stabilizers and admixtures to improve the strength of the soil. This study investigates the resistance of the Nilgiris soil over the freeze–thaw reaction. The soil is stabilized with Eco Sand, Metakaolin, and polypropylene fiber (synthetic fiber). The index and engineering properties of the soil were determined in the laboratory. The soil is stabilized with two variants of an equal proportion of EcoSand-10%, Metakaolin-5%, and varying the polypropylene fiber in a proportion of 0.1% and 0.2% with the weight of the soil. UCS test was conducted for the virgin sample as well as the sample after four freeze–thaw cycles. The soil sample is kept at 0° for 24 h and later at 28° for 24 h to complete a cycle. It is determined that the admixtures added has increased the resistance of the soil over the freeze–thaw reaction after the cycles. The polypropylene fiber has increased the bonding of soil, and hence it stabilizes the soil during a large periodical variation in the temperature of the soil.spa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherCorporación Universidad de la Costaspa
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceMaterials Today: Proceedingsspa
dc.subjectFreeze-thaw testspa
dc.subjectPolypropylene fiberspa
dc.subjectSoil stabilizationspa
dc.titleFree thaw resistance of stabilized and fiber-reinforced soil vulnerable to landslidesspa
dc.typearticlespa
dcterms.referencesAbdulrahman Aldaooda, Bouaskera Marwen, Muzahim Al-Mukhtara, Impact of freeze-thaw cycles on the mechanical behavior of lime stabilized Gypseous soils, Cold Reg. Sci. Technol. 99 (2014) 38–45.spa
dcterms.referencesI.I. Akinwumi, O.I. Aidomojie, Effect of corncob ash on the geotechnical properties of lateritic soil stabilized with Portland cement, Int. J. Geomatics Geosci. 5 (3) (2015) 375–392.spa
dcterms.referencesS.T. Banu, G. Chitra, P.O. Awoyera, R. Gobinath, Structural retrofitting of corroded fly ash based concrete beams with fibres to improve bending characteristics, Aust. J. Struct. Eng. 20 (3) (2019) 198–203.spa
dcterms.referencesS. Altun, A. Sezer, A. Erol, The effects of additives and curing conditions on the mechanical behavior of silty soil, J. Cold Reg. Sci. Technol. 56 (2) (2009) 135–140.spa
dcterms.referencesM.R. Asgari, A.B. Dezfuli, M. Bayat, Experimental study on stabilization of a low plasticity clayey soil with cement/lime, Arabian J. Geosci. 8 (2015) 1439–1452.spa
dcterms.referencesF.G. Bell, Cement stabilization and clay soils, with examples, Environ. Eng. Geosci. 1 (2) (1995) 139e151.spa
dcterms.referencesA.K. Bera, A. Ghosh, A. Ghosh, Behaviour of model footing on pond ash, Geotech Geol. Eng. 25 (2007) 315–325.spa
dcterms.referencesP.O. Awoyera, A. Adesina, R. Gobinath, 2019, Role of recycling fine materials as filler for improving performance of concrete - a review, Aust. J. Civ. Eng. 17 (2) (2019) 85–95.spa
dcterms.referencesS.T. Banu, G. Chitra, R. Gobinath, P.O. Awoyera, E. Ashokkumar, 2018, Sustainable structural retrofitting of corroded concrete using basalt fibre composte, Ecol., Environ. Conserv. 24 (3) (2018) 353–357.spa
dcterms.referencesK. Rajesh Kumar, S. Karthik, R. Ramamohan, P.O. Awoyera, R. Gobinath, A. Shivakrishna, P. Murthi, Shear resistance of portal frame reinforced with Bamboo and steel rebar: Experimental and numerical evaluation, Int. J. Recent Technol. Eng. 8 (1) (2019) 445–452.spa
dcterms.referencesBIS, Methods of Test for Soils: Determination of Consolidation (second revision), IS 2720: Part 15, Bureau of Indian Standards, New Delhi, 1986.spa
dcterms.referencesS.K. Chand, C. Subbarao, Strength and slake durability of lime stabilized pondash, J. Mater. Civ. Eng. 19 (2007) 601–608.spa
dcterms.referencesN.C. Consoli, P.D.M. Prietto, L.A. Ulbrich, Influence of fiber and cement addition on the behavior of sandy soil, J. Geotech. Geoenviron. Eng. 124 (1211–1214) (1998) 14.spa
dcterms.referencesN.C. Consoli, R.R. de Moraes, L. Festugato, Split tensile strength of monofilament polypropylene fiber-reinforced cemented sandy soils, Geosynth. Int. 18 (2) (2011) 57–62.spa
dcterms.referencesF.L.L.E. Carneiro, A. Barcellos, Concrete tensile strength, RILEM Bull. 13 (1953) 97–107.spa
dcterms.referencesDeepak Gupta, Arvind Kumar, Strength characterization of cement stabilized and fiber reinforced clay–pond ash mixes, Int. J. Geosynth. Ground Eng. 2 (2016) 32, https://doi.org/10.1007/s40891-016-0069-z.spa
dcterms.referencesEren Komurlu, Ayhan Kesimal, Serhat Demir, Experimental and numerical study on determination of indirect (splitting) tensile strength of rocks under various load apparatus, Can. Geotech. J. 53 (2) (2016) 360–372, https://doi.org/10.1139/cgj-2014-0356.spa
dcterms.referencesG.P. Ganapathy, R. Gobinath, I.I. Akinwumi, S. Kovendiran, M. Thangaraj, N. Lokesh, Muhamed Anas, R. Arul Murugan, S. Yogeswaran, Hema, Bioenzymatic stabilization of a soil having poor engineering properties, Int. J. Civil Eng. 15 (3) (2017) 401–409, https://doi.org/10.1007/s40999-016-0056-8.spa
dcterms.referencesG.P. Ganapathy, R. Gobinath, I.I. Akinwumi, S. Kovendiran, M. Thangaraj, N. Lokesh, S. Muhamed Anas, R. Arul Murugan, P. Yogeswaran, S. Hema, Bioenzymatic stabilization of a soil having poor engineering properties, Int. J. Civil Eng. 15 (3) (2017) 401–409.spa
dcterms.referencesM. Ghazavi, R. Mahya, The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced clay, J. Cold Reg. Sci. Technol. 61 (2–3) (2010) 125–131spa
dcterms.referencesR. Gobinath, G.P. Ganapathy, I.I. Akinwumi, Evaluating the use of lemon grassroots for the reinforcement of a landslide-affected soil from Nilgiris district, Tamil Nadu, India, J. Mater. Environ. Sci. 6 (10) (2015) 2681–2687.spa
dcterms.referencesR. Gobinath, G.P. Ganapathy, I.I. Akinwumi, P.O. Awoyera, K. Shridevi, T. Dhivapriya, B. Lalithambigai, R. Mithuna, Soil stabilisation using asbestos free fiber powder and silica grit, J. Teknol., (2017), In press.spa
dcterms.referencesA. Gümüs, er C, S, enol, Effect of fly ash and different lengths ofpolypropylene fibers content on the soft soils. Int. J. Civil Eng., 12(2) (2014) 134–145spa
dcterms.referencesH. Gullu, K. Hazirbaba, Unconfined compressive strength and post-freeze–thaw behavior of fine-grained soils treated with geofiber and synthetic fluid, J. Cold Reg. Sci. Technol. 62 (2) (2010) 142–150.spa
dcterms.referencesM. Hohmann-Porebska, Microfabric effects in frozen clays concerning geotechnical parameters, Appl. Clay Sci. 21 (2002) 77–87.spa
dcterms.referencesA. Kumar, B.S. Walia, J. Mohan, Compressive strength of fiber-reinforced highly compressible clay, Constr. Build. Mater. 10 (20) (2005) 1063–1068.spa
dcterms.referencesM.H. Maher, D.H. Gray, Static response of sands reinforced with randomly distributed fibers, J. Geotech Eng. 116 (11) (1990) 1661–1677.spa
dcterms.referencesMuhannad Ismeika, M. Ahmed, Ashteyat band Khaled Z. Ramadan, Stabilisation of fine-grained soils with saline water, Eur. J. Environ. Civil Eng. 17 (1) (2013) 32–45.spa
dcterms.referencesMurat Olgun, The effects and optimization of additives for expansive clays under freeze-thaw conditions, Cold Reg. Sci. Technol. 93 (2013) (2013) 36–46.spa
dcterms.referencesMarshall R. Thompson, Split Tensile Strength of Lime-Stabilized Soils Committee on Lime and Lime-Fly Ash Stabilization and Presented at the 44th Annual Meeting. 69-81spa
dcterms.referencesR. Gobinath, G.P. Ganapathy, I.I. Akinwumi, S. Kovendiran, S. Hema, M. Thangaraj, Plasticity, strength, permeability and compressibility characteristics of black cotton soil stabilized with precipitated silica, J. Cent. South Univ. 23 (2016) 2688, https://doi.org/10.1007/s11771-016-3330-7.spa
dcterms.referencesB. Ramanathan, V. Raman, Split tensile strength of cohesive soils, Soils Found. 14 (1) (1974) 71–76.spa
dcterms.referencesG. Ranjan, R.M. Vasan, H.D. Charan, Probabilistic analysis of randomly distributed fiber-reinforced soil, J. Geotech. Eng. 122 (6) (1996) 419–426.spa
dcterms.referencesRoustaei, Mahya, Eslami, Abolfazl, Ghazavi, Mahmoud, Effects of freezethaw cycles on fiber-reinforced fine-grained soil concerning geotechnical parameters, Cold Reg. Sci. Technol. (2015), https://doi.org/10.1016/j.coldregions.2015.09.011.spa
dcterms.referencesR. Sarkar, S.M. Abbas, J.T. Shahu, A comparative study of geotechnical behavior of lime stabilized pond ashes from Delhi region, Int. J. Geomate 1 (3) (2012) 273–279spa
dcterms.referencesSeyed Esmaeil Mousavi, Aliakbar Karamvand, Assessment of strength development in stabilized soil with CBR PLUS and silica sand, J. Traffic Transp. Eng. (English edition) 4 (4) (2017) 412–421.spa
dcterms.referencesN.K. Sharma, S.K. Swain, U.C. Sahoo, Stabilization of a clayey soil with fly-ash and lime: a micro-level investigation, Geotech. Geol. Eng. 30 (5) (2012), 1197e1205.spa
dcterms.referencesS. Shoop, M. Kestler, J. Stark, C. Ryerson, R. Affleck, Rapid stabilization of thawing soils: field experience and application, J. Terramech. 39 (4) (2003) 181–194.spa
dcterms.referencesD.K. Soni, A. Jain, Effect of freeze-thaw, and wetting–drying on tensile strength of lime-fly ash stabilized black cotton soil, in: The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, 2008, pp. 2285–2291.spa
dcterms.referencesYang Zhanga, Alex E. Johnson, David J. White, Laboratory freeze-thaw assessment of cement, fly ash, and fiber stabilized pavement foundation materials, Cold Reg. Sci. Technol. 122 (2016) 50–57.spa
dcterms.referencesA.S. Zaimoglu, Freezing-thawing behavior of fine-grained soils reinforced with polypropylene fibers, J. Cold Reg. Sci. Technol. 60 (1) (2010) 63–65spa
dcterms.referencesT. Ravi kumar, A. Siva Krishna, Design and Testing of Fly-Ash Based Geo Polymer Concrete, Int. J. Civ Eng. Technol. 8 (1) (2017) 480–491.spa
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersionspa
dc.source.urlhttps://www.sciencedirect.com/science/article/pii/S2214785320307720spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.identifier.doihttps://doi.org/10.1016/j.matpr.2020.02.041


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