Investigation of particle size effect on particle breakage of carbonate sand under one-dimensional compression

被引:0
|
作者
Wu, Y. [1 ]
Dai, B. [1 ]
Liu, P. [1 ]
Xu, K. [1 ]
机构
[1] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou, Peoples R China
关键词
D O I
10.1088/1755-1315/1330/1/012042
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Previous studies on the particle-size effect have indicated that larger particles tend to exhibit lower strength under equivalent loading conditions; however, the underlying mechanism remains unclear. This study investigated the influence of particle size on the macrocompression behavior of carbonate sand by performing one-dimensional compression tests on various uniformly graded samples. The variations in particle size and shape resulting from particle breakage during compression were quantitatively analyzed. In addition, X-ray micro-tomography (mu CT) is employed to obtain microstructural insights into the intra-particle porosity of carbonate sand particles, and its role in the particle size effect was further discussed.
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页数:7
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