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Role of particle characteristics on the compression behaviour 1 of gap-graded sands

Nocilla, A; Zimbardo, M; Coop, MR; (2019) Role of particle characteristics on the compression behaviour 1 of gap-graded sands. Soils and Foundations , 59 (3) pp. 783-788. 10.1016/j.sandf.2019.02.007. Green open access

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Abstract

The compression in gap-graded mixtures of sands with combined mineralogy has been investigated in recent research, focusing on the key factors that might imply the occurrence of convergent or non-convergent paths in compression (i.e., transitional or non-transitional behaviour). From previous work, the mineralogy of a matrix composed of larger grains seems to determine the possibility of the occurrence of transitional behaviour. Hence, if there is a strong and stiff matrix made of quartz sand particles, which are either larger than or at least of similar size to the other component, then non-convergent compression paths (i.e., transitional behaviour) are likely to occur. As a further confirmation of this hypothesis, this technical note presents the results of oedometer tests on the same range of mixtures of a quartz sand and a carbonate sand as was used in previously published work, but with the larger component being of the stiffer and stronger quartz sand. In agreement with the hypothesis, transitional behaviour occurred.

Type: Article
Title: Role of particle characteristics on the compression behaviour 1 of gap-graded sands
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.sandf.2019.02.007
Publisher version: https://doi.org/10.1016/j.sandf.2019.02.007
Language: English
Additional information: This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions.
Keywords: Laboratory tests, Sands, Compressibility
UCL classification: UCL
UCL > Provost and Vice Provost Offices
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery.ucl.ac.uk/id/eprint/10069273
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