Geomechanics and Engineering

  • 제30권3호
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  • Pages.281-291
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  • 2022
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analysis of the mechanical properties and failure modes of rock masses with nonpersistent joint networks

  • Wu, Yongning (State Key Laboratory of Mining Disaster Prevention and Control, Shandong University of Science and Technology) ;
  • Zhao, Yang (State Key Laboratory of Mining Disaster Prevention and Control, Shandong University of Science and Technology) ;
  • Tang, Peng (State Key Laboratory of Mining Disaster Prevention and Control, Shandong University of Science and Technology) ;
  • Wang, Wenhai (State Key Laboratory of Mining Disaster Prevention and Control, Shandong University of Science and Technology) ;
  • Jiang, Lishuai (State Key Laboratory of Mining Disaster Prevention and Control, Shandong University of Science and Technology)
  • 투고 : 2021.04.22
  • 심사 : 2022.07.18
  • 발행 : 2022.08.10
⟨ 이전 논문 다음 논문 ⟩

초록

Complex rock masses include various joint planes, bedding planes and other weak structural planes. The existence of these structural planes affects the mechanical properties, deformation rules and failure modes of jointed rock masses. To study the influence of the parameters of a nonpersistent joint network on the mechanical properties and failure modes of jointed rock masses, synthetic rock mass (SRM) technology based on discrete elements is introduced. The results show that as the size of the joints in the rock mass increases, the compressive strength and the discreteness of the rock mass first increase and then decrease. Among them, the joints that are characterized by "small but many" joints and "large and clustered" joints have the most significant impact on the strength of the rock mass. With the increase in joint density in the rock mass, the compressive strength of rock mass decreases monotonically, but the rate of decrease gradually decreases. With the increase in the joint dip angle in rock mass, the strength of the rock mass first decreases and then increases, forming a U-shaped change rule. In the analysis of the failure mode and deformation of a jointed rock mass, the type of plastic zone formed after rock mass failure is closely related to the macroscopic displacement deformation of the rock mass and the parameters of the joints, which generally shows that the location and density of the joints greatly affect the failure mode and displacement degree of the jointed rock mass. The instability mechanism of jointed surrounding rock is revealed.

키워드

과제정보

The research of this study was sponsored by the State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines (SKLMRDPC20KF02), the National Natural Science Foundation of China (52074166) and the China Postdoctoral Science Foundation (2019M652436). The authors are grateful for their support.

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