116
Views
2
CrossRef citations to date
0
Altmetric
Original Articles

Analytical solution for rock mass bearing plate rheological tests based on a novel viscoelastic combination model

, , &
Pages 3204-3218 | Received 29 Apr 2020, Accepted 13 Jul 2020, Published online: 30 Jul 2020

References

  • Chen, B. (2006). Study on intelligent back analysis method for long-term stability of rock engineering and its applications [PhD thesis]. Northeastern University.
  • Chen, B., Feng, X., & Ding, X. (2005). Back analysis of rheological parameters based on pattern-genetic-neural network. Chinese Journal of Rock Mechanics and Engineering, 24(4), 553–558.
  • Chen, B., Feng, X., & Huang, S. (2007). Inversion of viscoelasto-plastic parameters based on fast Lagrangian analysis of continuum-parallel particle swarm algorithm and its application. Chinese Journal of Rock Mechanics and Engineering, 26(12), 2517.
  • Ding, X. (2005). Experimental study on rock mass rheological properties and identification for the constitutive model and parameters [PhD thesis]. Graduate University of the Chinese Academy of Sciences.
  • Ding, X., Zhou, H., & Yang, Y. (2001). Time-dependent behavior of rock joints in high slope of shiplock, TGP. In C. S. Desai & A. A. Balkema (Eds.),  Computer Methods and Advances in Geomechanics: Proceedings of the 10th International Conference on Computer Methods and Advances in Geomechanics (pp. 483-488), Tucson, Arizona, USA: CRC Press.
  • Eberhart, R. C., & Kennedy, J. (1995). A new optimizer using particle swarm theory. Proceedings of Sixth International Symposium on Micro Machine and Human Science (Nagoya, Japan) (pp. 39–43 ), Piscataway, NJ: IEEE Service Center.
  • Gavrus, A., Massoni, E., & Chenot, J. L. (1996). An inverse analysis using a finite element model for identification of rheological parameters. Journal of Materials Processing Technology, 60(1–4), 447–454. https://doi.org/https://doi.org/10.1016/0924-0136(96)02369-2
  • He, R., Zhang, Q., & Wang, J. (2007). Study on compressive creep test on diabasic dike at dam site of dagangshan hydropower station. Chinese Journal of Rock Mechanics and Engineering, 26(12), 2495–2495.
  • Huang, S. (2008). Study on mechanical model of brittle rock under high stress condition and its engineering applications [PhD thesis]. Graduate University of the Chinese Academy of Sciences.
  • Korzeniowski, W. (1991). Rheological model of hard rock pillar. Rock Mechanics and Rock Engineering, 24(3), 155–166. https://doi.org/https://doi.org/10.1007/BF01042859
  • Li, Y., Wang, Z., & Ding, X. (2005). Model identification for rheological load test curve and its application. Journal of the University of Petroleum, China (Natural Science), 29(2), 73–77.
  • Malan, D. F. (1998). An investigation into the identification and modelling of time-dependent behaviour of deep level excavations in hard rock [PhD thesis]. University of the Witwatersrand.
  • Mammoli, A. A. (2002). Towards a reliable method for predicting the rheological properties. Engineering Analysis with Boundary Elements, 26(10), 861–869. https://doi.org/https://doi.org/10.1016/S0955-7997(02)00058-9
  • Sun, J. (2007). Rock rheological mechanics and its advance in engineering applications. Chinese Journal of Rock Mechanics and Engineering, 26(6), 1081–1106.
  • Swoboda, G., Ichikawa, Y., Dong, Q., & Zaki, M. (1999). Back analysis of large geotechnical models. International Journal for Numerical and Analytical Methods in Geomechanics, 23(13), 1455–1472. https://doi.org/https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C
  • Timoshenko, S., & Goodier, J. N. (1970). Theory of elasticity (3rd ed.). Mc Graw-Hill Book Company.
  • Xiong, S., Zhou, H., & Zhong, Z. (2009). Study of methodology of plate-loading creep test of rock mass. Chinese Journal of Rock Mechanics and Engineering, 28(10), 2121–2127.
  • Zamam, M., Hossain, M., & Faruque, M. O. (1997). Creep constitutive modeling of rock shale and evaluation of model parameters using optimization. Indian Geotechnical Journal, 27(3), 284–297.
  • Zhang, C. Q., Zhou, H., & Feng, X. T. (2011). An index for estimating the stability of brittle surrounding rock mass: FAI and its engineering application. Rock Mechanics and Rock Engineering, 44(4), 401–414. https://doi.org/https://doi.org/10.1007/s00603-011-0150-9
  • Zhang, Q., Zhang, J., Yang, W., et al. (2008). Identification of creep model and parameters inversion for soft rock mass. Journal of Hydraulic Engineering, 39(1), 66–72.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.