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논문 기본 정보

자료유형
학술저널
저자정보
Huayong Lv (Shangqiu Normal University) Zhanbo Cheng (University of Warwick) Yaqing Dong (Shangqiu Normal University) Jing Zhang (Shangqiu Normal University) Yujie Ma (Shangqiu Normal University)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.79 No.2
발행연도
2021.1
수록면
237 - 245 (9page)

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초록· 키워드

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There is normally the occurrence of pre-existing cracks and holes in coal mass to influence its mechanical behaviours. And the crack initiation and propagation around the tip of pre-existing cracks can be observed to induce the overall failure of coal mass finally. In this study, two groups of hole with the radius of 10mm connecting one crack with length and width of 20 mm and 1 mm, respectively, were pre-existed in sample to explore the influence of crack angle (from 0 to 90°) on the unconfined compressive strength (UCS), crack initiation and propagation, and failure modes of coal mass with combined faults by using RFPA2D. The results showed that the stress-strain curves of specimen with double-hole-crack exhibit multiple stress drop compared to that of intact coal sample, especially in the post-peak stage. Moreover, UCS decreased firstly with the crack angle increasing to 30° and then increased until the crack angle reaching to 75° following by decreasing with the continuous increase of crack angle to 90°. In addition, the failure mode of double-hole-crack specimen with the crack angle of 0- 30° can be regards as the dominated tensile failure combined with shear failure, which was consist with the failure pattern of intact specimen. On the other hand, the failure mode of double-hole-crack specimen with the crack angle of 45-90° is the dominated shear failure combined with tensile failure. Meanwhile, the distribution characteristics of acoustic emission energy can be used to better reflect the deformation and failure process of coal mass with combined defects.

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