Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/22902
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dc.contributor.authorWei, H-
dc.contributor.authorYin, M-
dc.contributor.authorZhao, T-
dc.contributor.authorYan, K-
dc.contributor.authorShen, J-
dc.contributor.authorMeng, Q-
dc.contributor.authorWang, X-
dc.contributor.authorHe, J-
dc.date.accessioned2021-06-27T15:45:07Z-
dc.date.available2021-06-27T15:45:07Z-
dc.date.issued2021-07-04-
dc.identifier23-
dc.identifier.citationWei, H., Yin, M., Zhao, T., Yan, K., Shen, J., Meng, Q., Wang, X. and He, J. (2021) 'Effect of particle breakage on the shear strength of calcareous sands'. Marine Geophysical Research 42, 23, pp. 1-11. doi: 10.1007/s11001-021-09440-2.-
dc.identifier.issn0025-3235-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/22902-
dc.description.abstractCopyright © The Author(s) 2021. The particle breakage of calcareous sands plays a key role in determining the particle shape and shear strength. This process has been analysed in the current study by employing the ring shear tests on calcareous sands sampled from the South China Sea. In this study, a set of parameters, e.g. roundness and aspect ratio, have been employed to quantify the geometrical properties of calcareous sands pre- and after the breakage. These two parameters have been found to correlate well with the vertical loading stress level, shear strain and shear strength. The particle breakage leads to the change of micro-structure during the shear test, as illustrated by the Scanning Electron Microscopy (SEM) images. It is found that during the shearing deformation, particle breakages can effectively reduce, while particle rearrangements can increase the shear strength of the calcareous sands.-
dc.description.sponsorshipStrategic Priority Research Program of the Chinese Academy of Sciences; National Natural Science Foundation of Chinaen_US
dc.format.extent1 - 11 (11)-
dc.format.mediumPrint-Electronic-
dc.language.isoenen_US
dc.publisherSpringer Natureen_US
dc.rightsOpen Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit https://creativecommons.org/licenses/by/4.0/.-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectring shear testen_US
dc.subjectcalcareous sandsen_US
dc.subjectparticle breakageen_US
dc.subjectparticle shapeen_US
dc.subjectshear strengthen_US
dc.titleEffect of particle breakage on the shear strength of calcareous sandsen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1007/s11001-021-09440-2-
dc.relation.isPartOfMarine Geophysical Research: an international journal for the study of the earth beneath the sea-
pubs.publication-statusPublished-
pubs.volume42-
dc.identifier.eissn1573-0581-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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