Effects of the Particle Shape and Size on the Single-Particle Breakage Strength

被引:3
|
作者
Qing, Yun [1 ,2 ]
Qiu, Zhenfeng [1 ,2 ]
Tang, Yi [1 ]
Deng, Wenjie [3 ]
Zhang, Xujin [1 ]
Miu, Jilun [1 ]
Song, Shaoxian [4 ]
机构
[1] Chongqing Jiaotong Univ, Waterway Engn Minist Educ, Key Lab Hydraul, Chongqing 400074, Peoples R China
[2] Chongqing Jiaotong Univ, Engn Res Ctr Diag Technol & Instruments Hydroconst, 66 Xuefu Rd, Chongqing 400074, Peoples R China
[3] Chongqing Chuandongnan Survey & Design Inst Co Ltd, Chongqing 400038, Peoples R China
[4] Chongqing Municipal Design & Res Inst Co Ltd, Chongqing 400015, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
NUMERICAL-SIMULATION; CRUSHING STRENGTH; SHEAR-STRENGTH;
D O I
10.1155/2022/3386025
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The strength and deformation of a soil foundation are related to the strength of each particle. Maybe the shape affects the strength of a particle. In this study, single-particle breakage tests were conducted on limestone particles of different sizes to analyze the influence of limestone particle shapes on the particle crushing strength. The results showed that 90 percent of limestone particle shapes were oblate spherical, subspherical, and long spherical particles randomly selected from the soil foundation. The single-particle breakage test results showed that the characteristic stress of limestone particles increases with the increased particle size. The crushing strength of limestone particles increased with the increase in particle size. There was a significant size effect on the single-particle compressive strength. The relationship between the characteristic strength and the particle size can be fitted by a power exponential formulation of four types of limestone particle shapes. The more irregular the particle shape, the smaller the Weibull modulus (m) and the power index and the more obvious the particle strength size effect.
引用
收藏
页数:10
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