Geomechanics and Engineering

  • 제14권2호
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  • Pages.141-149
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  • 2018
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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 on the creep response of bolted rock using bolted burgers model

  • Zhao, Tong-Bin (State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology) ;
  • Zhang, Yu-Bao (State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology) ;
  • Zhang, Qian-Qing (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Tan, Yun-Liang (State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology)
  • 투고 : 2016.05.15
  • 심사 : 2017.07.03
  • 발행 : 2018.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, the creep behavior of bolted rock was analyzed by using the unconfined creep tests and the numerical results. Based on the test results, the Bolted Burgers creep model (B-B model) was proposed to clarify the creep mechanism of rock mass due to rock bolts. As to the simulation of the creep behaviour of bolted rock, a new user-defined incremental iterative format of the B-B model was established and the open-source $FLAC^{3D}$ code was written by using the object-oriented language (C++). To check the reliability of the present B-B creep constitutive model program, a numerical model of a tunnel with buried depth of 1000 m was established to analyze the creep response of the tunnel with the B-B model support, the non-support and the bolt element support. The simulation results show that the present B-B model is consistent with the calculated results of the inherent bolt element in $FLAC^{3D}$, and the convergence deformation can be more effectively controlled when the proposed B-B model is used in the $FLAC^{3D}$ software. The big advantage of the present B-B creep model secondarily developed in the $FLAC^{3D}$ software is the high computational efficiency.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

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피인용 문헌

  1. Damage characteristics of sandstone subjected to pre-peak and post-peak cyclic loading pp.1214-9705, 2019, https://doi.org/10.13168/AGG.2019.0011
  2. A Numerical Investigation into the Effect of Homogeneity on the Time-Dependent Behavior of Brittle Rock vol.14, pp.22, 2018, https://doi.org/10.3390/ma14226818