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Investigation of the ultimate particle size distribution of a carbonate sand

Fan, K; Zheng, Y; Baudet, B; Cheng, YP; (2021) Investigation of the ultimate particle size distribution of a carbonate sand. Soils and Foundations , 61 (6) pp. 1708-1717. 10.1016/j.sandf.2021.10.002. Green open access

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Abstract

A series of ring shear tests were conducted to investigate the ultimate particle size distribution of a carbonate sand. The tests were carried out under different stress levels, on three types of specimens: 1) uniformly graded specimens made of dry natural sand 2) remoulded specimens of the crushed sand after first shearing to large strains 3) specimens made of natural sand grains but with the same grading as in (2). The first series of tests on type (1), carried out to very large strains, led to apparently stable gradings, distinct for each stress level. Only limited additional particle breakage could be induced by remoulding the specimens after shearing (type (2)) and subjecting them to more shearing. Tests on specimens created at the apparently stable gradings (type (3)) but from the intact sand particles however led to significantly greater breakage. For the three types a stable, fractal grading was achieved. Analyses of the soil particles’ shape showed that the aspect ratio, sphericity and circularity reach a steady value at large strains, in parallel to reaching a stable grading. The mobilized angle of shearing resistance however was not significantly different in the different types of samples, suggesting the final grading dominates the behaviour.

Type: Article
Title: Investigation of the ultimate particle size distribution of a carbonate sand
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.sandf.2021.10.002
Publisher version: https://doi.org/10.1016/j.sandf.2021.10.002
Language: English
Additional information: This is an open access article under the CC BY- NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Keywords: Ultimate particle size distribution; Carbonate sands; Ring shear; Breakage; Particle shape
UCL classification: UCL
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/10136876
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