Microscopic fabric evolution and macroscopic deformation response of gangue solid waste filler considering block shape under different confining pressures

Liang Chen; Junmeng Li; Dongsheng Zhang; Gangwei Fan; Wei Zhang; Yachao Guo

doi:10.1038/s41598-022-11311-8

Microscopic fabric evolution and macroscopic deformation response of gangue solid waste filler considering block shape under different confining pressures

Sci Rep. 2022 May 5;12(1):7388. doi: 10.1038/s41598-022-11311-8.

Authors

Liang Chen^{1

2}, Junmeng Li^{3

4

5}, Dongsheng Zhang^{1

2}, Gangwei Fan^{1

2}, Wei Zhang^{1

2}, Yachao Guo^{1

2}

Affiliations

¹ State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, China.
² School of Mines, China University of Mining and Technology, Xuzhou, China.
³ State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, China. lijunmeng1201@cumt.edu.cn.
⁴ School of Mines, China University of Mining and Technology, Xuzhou, China. lijunmeng1201@cumt.edu.cn.
⁵ State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221116, China. lijunmeng1201@cumt.edu.cn.

Abstract

The irregular shape of gangue blocks will affect the coordination structure between blocks in the crushed gangue accumulation body, and then affect the engineering mechanical properties of crushed gangue in the process of load-bearing compression. In this paper, through CT scanning experiment, particle flow numerical simulation experiment, and comprehensive application of image processing, 3D reconstruction, FLAC/PFC^3D continuum-discrete coupling technology, the gangue digital 3D model and the numerical model of crushed gangue particle flow under triaxial compression condition considering the real shape of the block were obtained. The microscopic fabric evolution law and macroscopic deformation response characteristics of crushed gangue considering triaxial compression condition and different confining pressures were studied. The results show that: (1) the bearing capacity of crushed gangue materials increases with the increase of confining pressure; (2) the block aggregate in the gangue sample is gradually compacted, and the lateral deformation of the sample is changed from "extruding to the axis" to "bulging to the periphery"; (3) the vertical movement of the block decreases gradually from the top to the bottom of the sample, and there is a "triangle area" of block displacement at the top and bottom of the sample; the larger the confining pressure, the smaller the vertical displacement range at the top of the sample; (4) the process of "instability and failure-optimization and reconstruction" of skeleton force chain structure occurs constantly; as confining pressure increases, the stability of skeleton force chain structure and the bearing capacity of crushed gangue sample increases; (5) under the same strain state, the greater the confining pressure, the higher the fragmentation degree of the sample. This study reveals the internal mechanism of macro deformation of crushed gangue under the triaxial compression from the perspective of the mesoscopic fabric evolution. The research results are of great significance for the selection of crushed gangue in engineering application. In addition, the research results also have a significant impact on promoting the reasonable disposal and resource utilization of gangue solid waste and protecting the ecological environment of mining areas.

Abstract

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