Geomechanics and Engineering

  • 제23권6호
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  • Pages.587-600
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  • 2020
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR Code

Shear failure and mechanical behavior of flawed specimens containing opening and joints

  • Zhang, Yuanchao (Graduate School of Engineering, Nagasaki University) ;
  • Jiang, Yujing (Graduate School of Engineering, Nagasaki University) ;
  • Shi, Xinshuai (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology) ;
  • Yin, Qian (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology) ;
  • Chen, Miao (College of Energy and Mining Engineering, Shandong University of Science and Technology)
  • 투고 : 2020.04.29
  • 심사 : 2020.12.18
  • 발행 : 2020.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

Shear-induced instability of jointed rock mass has greatly threatened the safety of underground openings. To better understand the failure mechanism of surrounding rock mass under shear, the flawed specimens containing a circular opening and two open joints are prepared and used to conduct direct shear tests. Both experimental and numerical results show that joint inclination (β) has a significant effect on the shear strength, dilation, cracking behavior and stress distribution around flaws. The maximum shear strength, occurring at β=30°, usually corresponds to a unifrom stress state around joint and an intense energy release. However, a larger joint inclination, such as β=90°~150°, will cause a more uneven stress distribution and a stronger stress concentration, thus a lower shear strength. The stress distribution around opening changes little with joint inclination, while the magnitude varys much. Both compression and tension around opening will be greatly enhanced by the 30°-joints. In addition, a higher normal stress tends to enhance the compression and suppress the tension around flaws, resulting in an earlier generation and a larger proportion of shear cracks.

키워드

과제정보

The research described in this paper was financially supported by the China Scholarship Council (201806420027), National Natural Science Foundation of China (51904290) and Natural Science Foundation of Jiangsu Province (BK20180663).

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