This 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 (S e) 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.
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May 2024
Research Article|
September 12 2021
Additives based on vegetable biomass to improve the stabilisation of expansive clay soil Available to Purchase
Sandra Orlandi, MSc;
Sandra Orlandi, MSc
Adjunct Professor
Departamento Ingeniería Civil, Facultad de Ingeniería, Universidad Nacional de la Patagonia, Comodoro Rivadavia, Argentina
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María Eugenia Taverna, PhD;
María Eugenia Taverna, PhD
Assistant Researcher
Instituto de Desarrollo Tecnológico para la Industria Química, Intec (UNL-CONICET), Santa Fe, Argentina; GPol, Departamento de Ingeniería Química, Facultad Regional San Francisco, Universidad Tecnológica Nacional, Córdoba, Argentina
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Yurany Andrea Villada, PhD;
Yurany Andrea Villada, PhD
Postdoctoral Fellow
Instituto de Desarrollo Tecnológico para la Industria Química, Intec (UNL-Conicet) Güemes, Santa Fe, Argentina
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Teresa Piqué, PhD;
Teresa Piqué, PhD
Adjunct Professor, Adjunct Researcher
LAME, Facultad de Ingeniería, Universidad de Buenos Aires, Buenos Aires, Argentina
Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET), Buenos Aires, Argentina
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Cecilia Laskowski, MEng;
Cecilia Laskowski, MEng
Assistant Professor
Departamento Ingeniería Civil, Facultad de Ingeniería, Universidad Nacional de la Patagonia, Comodoro Rivadavia, Argentina
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Verónica Viviana Nicolau, PhD;
Verónica Viviana Nicolau, PhD
Adjunct Researcher
GPol, Departamento de Ingeniería Química, Facultad Regional San Francisco, Universidad Tecnológica Nacional, Córdoba, Argentina; Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET), Buenos Aires, Argentina
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Diana Alejandra Estenoz, PhD;
Diana Alejandra Estenoz, PhD
Principal Researcher
Instituto de Desarrollo Tecnológico para la Industria Química, Intec (UNL-Conicet) Santa Fe, Argentina
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Diego Manzanal, PhD
Departamento Mecánica de Medios Continuos y Teoría de Estructuras, Universidad Politécnica de Madrid, Madrid, Spain; Visiting Professor, Departamento Ingeniería Civil, Facultad de Ingeniería, Universidad Nacional de la Patagonia, Comodoro Rivadavia, Argentina
(corresponding author: d.manzanal@upm.es)
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(corresponding author: d.manzanal@upm.es)
Publisher: Emerald Publishing
Received:
May 06 2020
Accepted:
May 18 2021
Emerald Publishing Limited: All rights reserved
2024
Environmental Geotechnics (2024) 11 (3): 217–234.
Article history
Received:
May 06 2020
Accepted:
May 18 2021
Citation
Orlandi S, Taverna ME, Villada YA, Piqué T, Laskowski C, Nicolau VV, Estenoz DA, Manzanal D (2024), "Additives based on vegetable biomass to improve the stabilisation of expansive clay soil". Environmental Geotechnics, Vol. 11 No. 3 pp. 217–234, doi: https://doi.org/10.1680/jenge.20.00066
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