The use of polymers can change the specific properties of natural soils. This study analyses the interaction between a natural fine sand, a clayey soil and anionic polyacrylamide (APAM). The laboratory results show that APAM, a superabsorbent polymer, increases the plasticity and the capacity of water absorption of the clay–APAM and sand–clay–APAM compacted composites. Free swelling and swelling pressure also increase with the addition of APAM. The sand–clay–APAM composite shows a higher unconfined compressive strength and a slight reduction in hydraulic conductivity. Microstructural analysis confirms the aggregation capacity of APAM and a reduction in the accumulated pore volume, which minimise liquid infiltration and soil erosion. Results demonstrate that the clay–APAM and sand–clay–APAM composites can be effective as liners and covers, respectively, in a landfill system.
Article navigation
20 October 2021
Research Article|
October 20 2019
Polymer-enhanced soil mixtures for potential use as covers or liners in landfill systems
Teresa M Piqué, MEng, PhD
;
Teresa M Piqué, MEng, PhD
Assistant Professor, Researcher
Faculty of Engineering, Universidad de Buenos Aires, Buenos Aires, Argentina
Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET), Buenos Aires, Argentina
Search for other works by this author on:
Diego Manzanal, MEng, PhD
;
Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, Madrid, Spain
Faculty of Engineering, Universidad Nacional de la Patagonia, Comodoro Rivadavia, Argentina
CONICET, Comodoro Rivadavia, Argentina
(corresponding author: d.manzanal@upm.es)
Search for other works by this author on:
Mauro Codevilla, MEng;
Mauro Codevilla, MEng
Assistant Professor
Faculty of Engineering, Universidad de Buenos Aires, Buenos Aires, Argentina
Search for other works by this author on:
Sandra Orlandi, MEng, MSc
Sandra Orlandi, MEng, MSc
Assistant Professor
Faculty of Engineering, Universidad Nacional de la Patagonia San Juan Bosco, Comodoro Rivadavia, Argentina
Search for other works by this author on:
(corresponding author: d.manzanal@upm.es)
Publisher: Emerald Publishing
Received:
October 31 2018
Accepted:
August 21 2019
Online ISSN: 2051-803X
ICE Publishing: All rights reserved
2021
Environmental Geotechnics (2021) 8 (7): 467–479.
Article history
Received:
October 31 2018
Accepted:
August 21 2019
Citation
Piqué TM, Manzanal D, Codevilla M, Orlandi S (2021), "Polymer-enhanced soil mixtures for potential use as covers or liners in landfill systems". Environmental Geotechnics, Vol. 8 No. 7 pp. 467–479, doi: https://doi.org/10.1680/jenge.18.00174
Download citation file:
New and popular articles
Suggested Reading
Evolution of municipal solid waste structure over time: compaction and settlement effects
Environmental Geotechnics (January,2021)
Compression of tire aggregates in leachate collection systems
Proceedings of the Institution of Civil Engineers - Waste and Resource Management (March,2016)
Determination of J-integral for clay during desiccation
Environmental Geotechnics (March,2015)
Horizontal stress increase induced by deep vibratory compaction
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (September,2019)
Construction of a large oedometer for MSW and non-conventional materials testing
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (December,2020)
Related Chapters
The general and congruent effects of structure in natural soils and weak rocks
Selected papers on geotechnical engineering by P R Vaughan
Influence of structure on the time-dependent behaviour of a stiff sedimentary clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
The influence of structure on the behaviour of London Clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
