Additives based on vegetable biomass to improve the stabilisation of expansive clay soil

dc.coverage.spatialInternacionales_ES
dc.creatorOrlandi, Sandra
dc.creatorTaverna, María E.
dc.creatorVillada, Yurany A.
dc.creatorPique, Teresa
dc.creatorLaskowski, Cecilia
dc.creatorNicolau, Verónica V.
dc.creatorEstenoz, Diana
dc.creatorManzanal, Diego
dc.date.accessioned2024-04-03T20:14:36Z
dc.date.available2024-04-03T20:14:36Z
dc.date.issued2021-05
dc.description.abstractThis paper investigates the effect of different bio-based additives on the expansiveness of an Argentinian natural clayey soil (CR-clay). CR-clay was characterised to determine (a) the Atterberg parameters and other index properties, (b) the particle size distribution by laser diffraction, (c) the specific surface area (Se) and cationic exchange capacity by the methylene blue method, (d) the mineralogy by using X-ray diffraction, (e) the functional groups by Fourier transform infrared spectroscopy (FTIR) and (f) the free swelling and swelling pressure by using an odometer. Starches from potato, cassava, corn and rice flour; seeds and derivatives from flax, sunflower and quinoa; kraft lignin; and lignosulfonates were evaluated as soil stabilisation additives on the basis of measurements of Atterberg parameters. Reductions in the soil plasticity index (PI) between 10 and 60% were generally observed. Lignins exhibited a very good balance between the ability to improve soil stabilisation, low costs, environment-friendliness and availability. In particular, kraft lignin showed high performance as a CR-clay stabiliser with a PI reduction of 46%. The stabilisation mechanism of lignin and CR-clay blends was investigated using Z potential and FTIR. Based on the experimental results, lignins constitute promising alternatives to the additives used as stabilisers of expansive soils, particularly for reducing free-swell and swelling pressure.es_ES
dc.description.affiliationFil: Orlandi, Sandra. Universidad Nacional de la Patagonia. Facultad de Ingeniería. Departamente Ingenieria Civil; Argentina.es_ES
dc.description.affiliationFil: Taverna, Maria E. UNL - CONICET. INTEC - Universidad Tecnológica Nacional. Facultad Regional San Francisco. Departamento de Ingeniería Química. Grupo UTN GPol; Argentina.es_ES
dc.description.affiliationFil: Villada, Yurany A. UNL - CONICET. INTEC; Argentina.es_ES
dc.description.affiliationFil: Pique, Teresa. Universidad de Buenos Aires. Facultad de Ingeniería. LAME; Argentina.es_ES
dc.description.affiliationFil: Laskowski, Cecilia. Universidad Nacional de la Patagonia. Facultad de Ingeniería. Departamento Ingeniería Civil; Argentina.es_ES
dc.description.affiliationFil: Nicolau, Veronica V. Universidad Tecnológica Nacional. Facultad Regional San Francisco. Departamento de Ingeniería Química. Grupo UTN GPol; Argentina.es_ES
dc.description.affiliationFil: Estenoz, Diana. UNL - CONICET. INTEC; Argentina.es_ES
dc.description.affiliationFil: Manzanal, Diego. Universidad Nacional de la Patagonia. Facultad de Ingeniería. Departamento Ingeniería Civil; Argentina.es_ES
dc.description.affiliationFil: Manzanal, Diego. Universidad Politécnica de Madrid. Departamento Mecánica de Medios Continuos y Teoría de Estructuras; España.es_ES
dc.description.peerreviewedPeer Reviewedes_ES
dc.formatpdfes_ES
dc.identifier.doihttps://doi.org/10.1680/jenge.20.00066
dc.identifier.issn2051-803X
dc.identifier.urihttp://hdl.handle.net/20.500.12272/10286
dc.language.isoenges_ES
dc.language.isoenges_ES
dc.rightsembargoedAccesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.rights.uriAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.use.es_ES
dc.sourceEnvironmental Geotechnics 0 0:0, 1-18. (2021)es_ES
dc.subjectChemical propertieses_ES
dc.subjectEnvironmental engineeringes_ES
dc.subjectSoil stabilisationes_ES
dc.subjectStrength & testing of materialses_ES
dc.titleAdditives based on vegetable biomass to improve the stabilisation of expansive clay soiles_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.type.versionpublisherVersiones_ES

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