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논문 기본 정보

자료유형
학술저널
저자정보
Jin, Yuhao (School of Mechanics and Civil Engineering, China University of Mining and Technology) Han, Lijun (School of Mechanics and Civil Engineering, China University of Mining and Technology) Meng, Qingbin (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology) Ma, Dan (School of Resources & Safety Engineering, Central South University) Wen, Shengyong (School of Mechanics and Civil Engineering, China University of Mining and Technology) Wang, Shuai (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology)
저널정보
테크노프레스 Geomechanics & engineering Geomechanics & engineering 제16권 제3호
발행연도
2018.1
수록면
273 - 284 (12page)

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A detailed understanding of the mechanical behaviors for crushed coal rocks after grouting is a key for construction in the broken zones of mining engineering. In this research, experiments of grouting into the crushed coal rock using independently developed test equipment for solving the problem of sampling of crushed coal rocks have been carried out. The application of uniaxial compression was used to approximately simulate the ground stress in real engineering. In combination with the analysis of crack evolution and failure modes for the grouted specimens, the influences of different crushed degrees of coal rock (CDCR) and solidified grout strength (SGS) on the mechanical behavior of grouted specimens under uniaxial compression were investigated. The research demonstrated that first, the UCS of grouted specimens decreased with the decrease in the CDCR at constant SGS (except for the SGS of 12.3 MPa). However, the UCS of grouted specimens for constant CDCR increased when the SGS increased; optimum solidification strengths for grouts between 19.3 and 23.0 MPa were obtained. The elastic moduli of the grouted specimens with different CDCR generally increased with increasing SGS, and the peak axial strain showed a slightly nonlinear decrease with increasing SGS. The supporting effect of the skeleton structure produced by the solidified grouts was increasingly obvious with increasing CDCR and SGS. The possible evolution of internal cracks for the grouted specimens was classified into three stages: (1) cracks initiating along the interfaces between the coal blocks and solidified grouts; (2) cracks initiating and propagating in coal blocks; and (3) cracks continually propagating successively in the interfaces, the coal blocks, and the solidified grouts near the coal blocks. Finally, after the propagation and coalescence of internal cracks through the entire specimens, there were two main failure modes for the failed grouted specimens. These modes included the inclined shear failure occurring in the more crushed coal rock and the splitting failure occurring in the less crushed coal rock. Both modes were different from the single failure mode along the fissure for the fractured coal rock after grouting solidification. However, compared to the brittle failure of intact coal rock, grouting into the different crushed degree coal rocks resulted in ductile deformation after the peak strength for the grouted specimens was attained.
#experimental investigation #mechanical behaviors #crushed coal rocks #grouting solidification

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