Typically, soil samples must be crushed into particles for laboratory research. Thus, an efficient mechanism to ensure a uniform particle size is essential. We previously developed a rod mill device that performs well, but video analysis indicated that the shear forces applied by the rod were more effective than the compressive forces applied by the mill. The mechanism for this phenomenon is unclear. This study focused on clarifying the relationship between compressive load and abrasion when crushing dried and hardened soil particles. Soil pellets of the same size were prepared, and model experiments were performed, where vertical compression and abrasion were applied to the pellets until they fractured. The results showed that soil pellets were fractured easily when an abrasive load was continuously applied in the circumferential direction. Additionally, the load required to fracture the soil pellets was much lower than the required vertical compressive load. The rod mill device was previously thought to fracture soil aggregates by gradually stripping soil particles away from the surface. However, our experimental results clarified that the fracture process started at the center and subsequently induced the entire pellet’s sudden failure.
References
[1]
Oishi, M., Kubota, Y. and Mochizuki, O. (2019) Investigation of Fundamental Mechanism of Crushing of Clods in a Rod Mill. Engineering, 11, 703-716. https://doi.org/10.4236/eng.2019.1110045
[2]
Oishi, M., Kubota, Y. and Mochizuki, O. (2019) Investigation of the Fragmentation Process of Clods in a Rod Mill Developed for Research Use. World Journal of Mechanics, 9, 233-243. https://doi.org/10.4236/wjm.2019.910015
[3]
Takahashi, T. (2019) Ring and Rod Media Combination Effects on Continuous Pulverization by Tandem Ring Mill. Journal of the Japan Institute of Energy, 98, 333-339. https://doi.org/10.3775/jie.98.333
[4]
Defossez, P. and Richard, G. (2002) Models of Soil Compaction Due to Traffic and Their Evaluation. Soil and Tillage Research, 67, 41-64. https://doi.org/10.1016/S0167-1987(02)00030-2
[5]
Yu, H., Fei, Q., Wang, R., Fan, B., Wang, Y. and Shi, B. (2017) Study on Crushing Mechanism of Cone Crusher. Advances in Computer Science Research, 62, 612-616. https://doi.org/10.2991/jimec-17.2017.132
[6]
Nawaz, M.F., Bourrié, G. and Trolard, F. (2013) Soil Compaction Impact and Modelling. A Review. Agronomy for Sustainable Development, 33, 291-309. https://doi.org/10.1007/s13593-011-0071-8
[7]
Majmudar, T.S. and Behringer, R.P. (2005) Contact Force Measurements and Stress Induced Anisotropy in Granular Materials. Nature, 435, 1079-1082. https://doi.org/10.1038/nature03805
[8]
Desrues, J. and Chambon, R. (2002) Shear Band Analysis and Shear Moduli Calibration. International Journal of Solids and Structure, 39, 3757-3776. https://doi.org/10.1016/S0020-7683(02)00177-4
[9]
Desrues, J. and Viggiani, G. (2004) Strain Localization in Sand: An Overview of the Experimental Results Obtained in Grenoble Using Stereophotogrammetry. International Journal for Numerical and Analytical Methods in Geomechanics, 28, 279-321. https://doi.org/10.1002/nag.338
[10]
Izawa, S., Ogata, S., Yasuhara, H., Kinoshita, N. and Kishida, K. (2020) Evaluation of Fracture Evolution of Granite during Brazilian Test by Numerical Analysis of Fracturing Process Considering Mineral Distribution. Journal of the Society of Materials Science Japan, 69, 236-242. (In Japanese) https://doi.org/10.2472/jsms.69.236
[11]
Mütze, T. (2016) Modelling the Stress Behaviour in Particle Bed Comminution. International Journal of Mineral Processing, 156, 14-23. https://doi.org/10.1016/j.minpro.2016.05.010
[12]
Wang, J. and Yan, H. (2012) DEM Analysis of Energy Dissipation in Crushable Soils. Soils and Foundations, 52, 644-657. https://doi.org/10.1016/j.sandf.2012.07.006