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Review of Particle Breakage Measurement Methods for Calcareous Sand

Authors :
Liang-Jie Xu
Ren Wang
Dong-Sheng Xu
Xin-Zhi Wang
Qing-Shan Meng
Chang-Qi Zhu
Source :
Advances in Civil Engineering, Vol 2022 (2022)
Publication Year :
2022
Publisher :
Hindawi Limited, 2022.

Abstract

In order to better understand the particle breakage mechanics and characterization methods of calcareous sand, the particle breakage characteristics of calcareous sand in one-dimensional compression tests, isotropic compression tests, triaxial shear tests, and ring shear tests are reviewed and analyzed. The results show that the mechanism of shear crushing is essentially different from compression crushing. Compared with one-dimensional compression, it is easier to break calcareous sand under triaxial shear. In the shearing process, the particle breakage of calcareous sand will not continue indefinitely. The gradation tends to be stable and controlled by confining pressure and shear strain. The characteristic particle size measurement method for particle breakage is simple and has limitations. The description method using the particle size distribution curve is more comprehensive, but it is impossible to compare the crushing degree of particle with different particle sizes, and a suitable measurement method needs to be proposed.

Details

Language :
English
ISSN :
16878094
Volume :
2022
Database :
Directory of Open Access Journals
Journal :
Advances in Civil Engineering
Publication Type :
Academic Journal
Accession number :
edsdoj.4bdd4fdefa3f47428c7bca4c63352fcc
Document Type :
article
Full Text :
https://doi.org/10.1155/2022/6477197