This paper describes an experimental study aimed at evaluating the influence of soil microstructure on air permeability in compacted clay. Air permeability measurements, estimated using the gas pressure decay method, were carried out for a wide range of compaction states. The evolution of the air permeability during wetting and drying paths was also evaluated. The experimental results show that, for an increase in the as-compacted degree of saturation, air permeability may either increase or decrease depending on the as-compacted dry density. Air permeability increases with increasing the degree of saturation in loose specimens, whereas the opposite trend is observed for dense specimens. Microstructural analysis, carried out using mercury intrusion porosimetry (MIP) tests, shows a strong dependency of the air permeability on the as-compacted soil microstructure. This behaviour is also noticed in specimens that experienced a large variation in the degree of saturation during wetting and drying. Microstructural data indicate that air permeability is mainly controlled by large pores that display high connectivity. The degree of saturation plays a dual role in soil microstructure which, in turn, affects the air permeability. Denser specimens (dry density ≥ 1·5 Mg/m3) show a reduction in keff due to the expansion of the clay aggregates with increasing the as-compacted degree of saturation. The increase in the as-compacted degree of saturation in loose samples (dry density ≤1·3 Mg/m3) produces an enhancement in the proportion of macro pores, thus increasing keff, as a consequence of modifications in the pore size distribution. A threshold value has been identified, above which further increase in degree of saturation causes a reduction in the proportion of macro pores, and therefore in keff. A new proposal for estimating the air permeability is proposed in this paper based on the determination of a pore size parameter obtained from MIP data. The proposed approach seems capable of describing the evolution of air permeability for the whole spectrum of compaction states, including specimens subjected to wetting and drying paths.
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May 2021
Research Article|
February 07 2020
Influence of soil microstructure on air permeability in compacted clay Available to Purchase
Viet Nguyen;
Viet Nguyen
*Priority Research Centre for Geotechnical Science and Engineering, School of Civil and Environmental Engineering, the University of Newcastle Australia, Newcastle NSW, Australia.
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Jubert Andrés Pineda
;
Jubert Andrés Pineda
†Priority Research Centre for Geotechnical Science and Engineering, School of Civil and Environmental Engineering, the University of Newcastle Australia, Newcastle NSW, Australia.
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Enrique Romero
;
Enrique Romero
‡Department of Geotechnical Engineering and Geosciences, Technical University of Catalonia, UPC, Barcelona, Spain.
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Daichao Sheng
Daichao Sheng
§School of Civil and Environmental Engineering, University of Technology Sydney, City Campus, Sydney, Australia (formerly at the University of Newcastle Australia).
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Publisher: Emerald Publishing
Received:
July 22 2018
Accepted:
January 08 2020
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2020 Thomas Telford Ltd
2020
Geotechnique (2021) 71 (5): 373–391.
Article history
Received:
July 22 2018
Accepted:
January 08 2020
Citation
Nguyen V, Pineda JA, Romero E, Sheng D (2021), "Influence of soil microstructure on air permeability in compacted clay". Geotechnique, Vol. 71 No. 5 pp. 373–391, doi: https://doi.org/10.1680/jgeot.18.P.186
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