Wetting-Drying Resistance of a Lime Stabilized Soil Amended with Steel Slag and Reinforced with Fibres

dc.creatorJames, Jijo
dc.creatorKirubhakaran, Alex
dc.creatorBalamurukan, R.
dc.creatorJawahar, V.
dc.creatorSoorya, S.S.
dc.date.accessioned2021-03-17T20:04:58Z
dc.date.accessioned2022-09-28T14:35:34Z
dc.date.available2021-03-17T20:04:58Z
dc.date.available2022-09-28T14:35:34Z
dc.date.created2021-03-17T20:04:58Z
dc.identifierhttp://hdl.handle.net/11634/32627
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3661798
dc.languageeng
dc.publisherUniversidad Santo Tomás. Seccional Bucaramanga
dc.relationhttp://revistas.ustabuca.edu.co/index.php/ITECKNE/article/view/2490/1818
dc.relation/*ref*/James, J. and Pandian, P.K., “Soil Stabilization as an Avenue for Reuse of Solid Wastes : A Review,” Acta Tech. Napocensis Civ. Eng. Arch. 58(1):50–76, 2015.
dc.relation/*ref*/Guney, Y., Sari, D., Cetin, M., and Tuncan, M., “Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil,” Build. Environ. 42(2):681–688, 2007, doi:10.1016/j.buildenv.2005.10.035.
dc.relation/*ref*/Stoltz, G., Cuisinier, O., and Masrouri, F., “Weathering of a lime-treated clayey soil by drying and wetting cycles,” Eng. Geol. 181:281–289, 2014, doi:10.1016/j.enggeo.2014.08.013.
dc.relation/*ref*/Cuisinier, O., Stoltz, G., and Masrouri, F., “Long Term Behaviour of Lime-Treated Clayey Soil Exposed to Successive Drying and Wetting,” Geo-Congress 2014 Technical Papers, ASCE, Atlanta, Georgia, USA: 4146–4155, 2014.
dc.relation/*ref*/Aldaood, A., Bouasker, M., and Al-Mukhtar, M., “Impact of wetting–drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils,” Eng. Geol. 174:11–21, 2014, doi:10.1016/j.enggeo.2014.03.002.
dc.relation/*ref*/Tang, A.M., Vu, M.N., and Cui, Y.J., “Effects of the maximum soil aggregates size and cyclic wetting-drying on the stiffness of a lime-treated clayey soil,” Geotechnique 61(5):421–429, 2011, doi:10.1680/geot.SIP11.005.
dc.relation/*ref*/Khattab, S.A.A., Al-Mukhtar, M., and Fleureau, J.M., “Long-Term Stability Characteristics of a Lime-Treated Plastic Soil,” J. Mater. Civ. Eng. 19(4):358–366, 2007.
dc.relation/*ref*/James, J. and Pandian, P.K., “Industrial Wastes as Auxiliary Additives to Cement / Lime Stabilization of Soils,” Adv. Civ. Eng. 2016(Article ID 1267391):1–17, 2016, doi:doi.org/10.1155/2016/1267391.
dc.relation/*ref*/Hoover, J.M., Handy, R.L., and Davidson, D.T., “Durability of Soil-Lime-Flyash Mixes Compacted Above Standard Proctor Density,” Highw. Res. Board 193:1–11, 1958.
dc.relation/*ref*/Kampala, A., Horpibulsuk, S., Prongmanee, N., and Chinkulkijniwat, A., “Influence of wet-dry cycles on compressive strength of calcium carbide residue-fly ash stabilized clay,” J. Mater. Civ. Eng. 26(4):633–643, 2014, doi:10.1061/(ASCE)MT.1943-5533.0000853.
dc.relation/*ref*/Sabat, A.K. and Nanda, R.P., “Effect of marble dust on strength and durability of Rice husk ash stabilised expansive soil,” Int. J. Civ. Struct. Eng. 1(4):939–948, 2011, doi:10.6088/ijcser.00202010080.
dc.relation/*ref*/Yilmaz, F. and Fidan, D., “Effect of Wetting-Drying on the Volumetric Stability of Clayey Soil Stabilized with Lime and Perlite,” Eur. J. Tech. 7(2):207–218, 2017.
dc.relation/*ref*/Harichane, K., Ghrici, M., and Kenai, S., “Effect of the combination of lime and natural pozzolana on the comdurability of clayey soils,” Electron. J. Geotech. Eng. 15(Bund. L):1194–1210, 2010, doi:10.1007/s12665-011-1441-x.
dc.relation/*ref*/Malekzadeh, M. and Bilsel, H., “Effect of polypropylene fiber on mechanical behaviour of expansive soils,” Electron. J. Geotech. Eng. 17 A(Abduljauwad 1993):55–63, 2012.
dc.relation/*ref*/Malekzadeh, M. and Bilsel, H., “Swell and Compressibility of Fiber Reinforced Expansive Soils,” Int. J. Adv. Technol. Civ. Eng. 1(2):42–46, 2012.
dc.relation/*ref*/Phanikumar, B.R., Manvita, C., and Patnaik, R., “Influence of Wetting-Drying Cycles on Heave Behaviour of Fiber-Reinforced Expansive Soil Specimens,” Proceedings of the Indian Geotechnical Conference 2011, December 15-17, Kochi, India: 505–507, 2011.
dc.relation/*ref*/Greeshma, P. and Joseph, M., “Rice straw Reinforcement for Improvement in Kuttanad clay,” Proceedings of the Indian Geotechnical Conference 2011, December 15-17, 449–452, 2011.
dc.relation/*ref*/Prajisha, J.P. and Ajitha, A.R., “Effect of Banana Fibre Reinforcement in Lime Stabilized,” Proceedings of 50th Indian Geotechnical Conference, 17th - 19th December, Pune, India, 2015.
dc.relation/*ref*/Anggraini, V., Asadi, A., Farzadnia, N., Jahangirian, H., and Huat, B.B.K., “Reinforcement benefits of nanomodified coir fiber in lime-treated marine clay,” J. Mater. Civ. Eng. 28(6):1–8, 2016, doi:10.1061/(ASCE)MT.1943-5533.0001516.
dc.relation/*ref*/Sukontasukkul, P. and Jamsawang, P., “Use of steel and polypropylene fibers to improve flexural performance of deep soil – cement column,” Constr. Build. Mater. 29:201–205, 2012, doi:10.1016/j.conbuildmat.2011.10.040.
dc.relation/*ref*/Fatahi, B., Khabbaz, H., and Fatahi, B., “Mechanical characteristics of soft clay treated with fibre and cement,” Geosynth. Int. 19(3):252–262, 2012, doi:10.1680/gein.12.00012.
dc.relation/*ref*/Correia, A.A.S., Venda Oliveira, P.J., Teles, J.M.N.P.C., and Pedro, A.M.G., “Strength of a stabilised soil reinforced with steel fibres,” Proc. Inst. Civ. Eng. Geotech. Eng. 170(GE4):312–321, 2017.
dc.relation/*ref*/Muntohar, A.S. and Khasanah, I.A., “Effect of moisture on the strength of stabilized clay with lime-rice husk ash and fibre against wetting-drying cycle,” Int. J. Integr. Eng. 11(9 Special Issue):100–109, 2019.
dc.relation/*ref*/BIS, IS 2720 Methods of Test For Soils:Part 1 - Preparation of Dry Soil Sample for Various Tests, 1–10, 1983.
dc.relation/*ref*/BIS, IS 2720 Methods of Test for Soils:Part 5 Determination of Liquid and Plastic Limit, 1–16, 1985.
dc.relation/*ref*/BIS, IS 2720 Methods of Test for Soils:Part 6 Determination of Shrinkage Factors, 1–12, 1972.
dc.relation/*ref*/BIS, IS 2720 Methods of Test for Soils Part 3:Determination of Specific Gravity/Section 1 Fine Grained Soils, 1–8, 1980.
dc.relation/*ref*/BIS, IS 2720 Methods of Test for Soils:Part 4 Grain Size Analysis, 1–38, 1985.
dc.relation/*ref*/Sridharan, A. and Sivapullaiah, P.V., “Mini compaction test apparatus for fine grained soils,” Geotech. Test. J. 28(3):240–246, 2005, doi:10.1520/gtj12542.
dc.relation/*ref*/BIS, IS 2720 Methods of Test for Soils:Part 10 - Determination of Unconfined Compressive Strength, 1–4, 1991.
dc.relation/*ref*/BIS, IS 2720 Methods of Test for Soils:Part 40 Determination of Free Swell Index of Soils, 1–5, 1977.
dc.relation/*ref*/BIS, IS 1498 Classification and Identification of Soils for General Engineering Purposes, 4–24, 1970.
dc.relation/*ref*/Eades, J.L. and Grim, R.E., “A Quick Test to Determine Lime Requirements for Lime Stabilization,” Highw. Res. Rec. 139:61–72, 1966.
dc.relation/*ref*/ASTM, D6276 Standard Test Method for Using pH to Estimate the Soil-Lime Proportion Requirement, 14:1–4, 2006.
dc.relation/*ref*/BIS, IS 4332 Methods of Test for Stabilized Soils:Part 3 Test for Determination of Moisture Density Relations for Stabilized Soil Mixtures, 1–12, 1967.
dc.relation/*ref*/James, J. and Pandian, P.K., “Effect of Phosphogypsum on Strength of Lime Stabilized Expansive Soil,” Gradevinar 66(12):1109–1116, 2014, doi:10.14256/JCE.1097.2014.
dc.relation/*ref*/Jiang, H., Cai, Y., and Liu, J., “Engineering Properties of Soils Reinforced by Short Discrete Polypropylene Fiber,” J. Mater. Civ. Eng. 22(12):1315–1322, 2010, doi:10.1061/(asce)mt.1943-5533.0000129.
dc.relation/*ref*/BIS, IS 4332 Methods of Test for Stabilized Soils:Part 5 Determination of Unconfined Compressive Strength of Stabilized Soils, 1–22, 1970.
dc.relation/*ref*/Hasan, H., Khabbaz, H., and Fatahi, B., “Strength Property of Expansive Soils Treated with Bagasse Ash,” in: Hoyos, L. R. and McCartney, J., eds., Advances in Characterization and Analysis of Expansive Soils and Rocks, Sustainable Civil Infrastructures, Springer International Publishing, ISBN 978-3-319-61930-9: 24–35, 2017, doi:10.1007/978-3-319-61931-6.
dc.relation/*ref*/Muntohar, A.S., Widianti, A., Hartono, E., and Diana, W., “Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber,” J. Mater. Civ. Eng. 25(9):1260–1270, 2013, doi:10.1061/(ASCE)MT.1943-5533.0000659.
dc.rightsCopyright (c) 2020 ITECKNE
dc.sourceITECKNE; Vol 18, No 1 (2021)
dc.sourceITECKNE; Vol 18, No 1 (2021)
dc.source2339-3483
dc.source1692-1798
dc.titleResistencia a la humedad y al secado de un suelo estabilizado con cal modificado con escoria de acero y reforzado con fibras
dc.titleWetting-Drying Resistance of a Lime Stabilized Soil Amended with Steel Slag and Reinforced with Fibres
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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