Van Hoa, C. and Tuan, V.A. and Sang, N.T. and Lai, N.T. and Tiep, P.D. (2021) Effect of Grain Size on Shear Strength of Coral Gravel Sand. In: 3rd International Conference on Sustainability in Civil Engineering, ICSCE 2020, 26 November 2020 through 27 November 2020.
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In the study, a series of triaxial tests were carried out on coral gravel sand to investigate the shear strength behaviour of the sand. The coral material were collected from Truong Sa island of Vietnam. To examine the effect of grain-size distribution on the shear strength behaviour, six kinds of coral gravel sand samples with different grain size distributions were used in the experiments. The experimental results indicate that the coral gravel sand contains not only internal friction angle, φ, as other granular materials but also apparent cohesion, c, and these parameters depends on the grain-size distribution. The results show that the strength parameters increase with the increase of the grain size of the coral. © 2021, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
Item Type: | Conference or Workshop Item (Paper) |
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Divisions: | Institutes > Institute of Techniques for Special Engineering Faculties > Faculty of Control Engineering |
Identification Number: | 10.1007/978-981-16-0053-1_11 |
Uncontrolled Keywords: | Grain size and shape; Gravel; Sand; Shear flow; Size distribution; Sustainable development; Grain size; Grain size distribution; Gravel sands; Internal friction angle; Shear strength behaviours; Strength parameters; Viet Nam; Granular materials |
Additional Information: | Conference code: 258489. Language of original document: English. |
URI: | http://eprints.lqdtu.edu.vn/id/eprint/8792 |