Analysis of particle migration and agglomeration in paste mixing based on discrete element method

被引:11
作者
Li, Xue [1 ]
Li, Cuiping [1 ]
Ruan, Zhuen [1 ,2 ,3 ]
Yan, Bingheng [1 ,3 ]
Hou, Hezi [1 ,3 ]
Chen, Long [1 ,3 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
[2] Univ Sci & Technol Beijing, Shunde Innovat Sch, Foshan 528399, Peoples R China
[3] Univ Sci & Technol Beijing, Key Lab Minist Educ China High Efficient Min & Saf, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Discrete element method; Parameter calibration; Rheology; Mixing process; Cement paste backfill; FRESH CONCRETE; RHEOLOGICAL BEHAVIOR; YIELD-STRESS; PARAMETERS; SIMULATION; FLOW; CALIBRATION; CONTACT; SLUMP;
D O I
10.1016/j.conbuildmat.2022.129007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mixing plays an important role in paste filling technology, but there exists poor flowability of paste and low strength of cement paste backfill in production, which is due to the fact that the material is not evenly dispersed in the mixing process. In this paper, the flow behavior of paste was simulated by the discrete element method (DEM) during mixing process, and the parameters of the particle contact model were calibrated by rheological tests and slump tests. It can be seen that there was a good correlation between the flow behavior and the simulation. The surface energy was set to 4.8 J/m(3), which could reflect the interparticle force. It was found that the particle agglomeration affected the particle motion, while the van der Waals and electrostatic forces influenced the particle interactions under shearing. The average coordination number of particles showed an increasing trend at t = 45 s, as did the contact force between particles. This study provides new insight into the mechanism of mesostructure evolution of the paste under strong shearing and lays the foundation for quantifying the effect of inter-particle mechanical interaction on the fluidity of the paste.
引用
收藏
页数:11
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