Author
Listed:
- Zong-Tang Zhang
(Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China
College of Civil Engineering, Tongji University, Shanghai 200092, China)
- Yang-Xun Xu
(Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China)
- Ji-Biao Liao
(Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China)
- Shun-Kai Liu
(Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China)
- Ze Liu
(Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China)
- Wen-Hua Gao
(Hunan Software Vocational and Technical University, Xiangtan 411201, China)
- Li-Wei Yi
(China Construction Fifth Engineering Division Co., Ltd., Changsha 410004, China)
Abstract
Coal gangue, as a subgrade filler, is of great significance for the sustainable development of the economy, society, and environment. Particle crushing tests were conducted on coal gangue coarse-grained subgrade filler (CGSF) under uniaxial compression conditions, and the relationships between load and displacement, crushing strength, failure pattern, and gradation after crushing were analyzed. A new visual analysis method for the crushing patterns of particles was provided through image analysis, and a new gradation equation based on the traditional fractal model was proposed to describe the crushed particles. The results indicate that as the particles are gradually compressed the sharp corners of particles are gradually crushed and fall off, causing the relationship curve between load and displacement to fluctuate and grow, and particle splitting failure leads to the approximately linear growth curve. Moreover, the distribution of particle crushing strength for coal gangue is between 3.02 and 11.11 MPa, and the crushing probability and the applied load well satisfy the Weibull distribution function. Furthermore, as the particle size decreases, the shapes of crushed coal gangue particles are block, flaky, acicular, and powder, and the particles with a size greater than 5 mm are mainly flaky. In addition, comparative analysis shows that the new gradation equation can better describe the gradation of coal gangue fragments after crushing.
Suggested Citation
Zong-Tang Zhang & Yang-Xun Xu & Ji-Biao Liao & Shun-Kai Liu & Ze Liu & Wen-Hua Gao & Li-Wei Yi, 2024.
"Study on the Particle Strength and Crushing Patterns of Coal Gangue Coarse-Grained Subgrade Fillers,"
Sustainability, MDPI, vol. 16(12), pages 1-16, June.
Handle:
RePEc:gam:jsusta:v:16:y:2024:i:12:p:5155-:d:1416576
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