- Belheine, N., Plassiard, J. P., Donzé, F. V., Darve, F., & Seridi, A. (2009). Numerical simulation of drained triaxial test using 3D discrete element modeling. Computers and Geotechnics, 36, 320–331.10.1016/j.compgeo.2008.02.003
- Chen, S. H., Fu, C. H., & Isam, S. (2009). Finite element analysis of jointed rock masses reinforced by fully-grouted bolts and shotcrete lining. International Journal of Rock Mechanics and Mining Sciences, 46, 19–30.10.1016/j.ijrmms.2008.03.002
- Chen, S. H., Yang, Z. M., Wang, W. M., & Shahrour, I. (2012). Study on rock bolt reinforcement for a gravity dam foundation. Rock Mechanics and Rock Engineering, 45, 75–87.10.1007/s00603-011-0179-9
- Cundall, P. A. (1988). Formulation of a three-dimensional distinct element model – Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 25, 107–116.10.1016/0148-9062(88)92293-0
- Deluzarche, R., & Cambou, B. (2006). Discrete numerical modelling of rockfill dams. International Journal for Numerical and Analytical Methods in Geomechanics, 30, 1075–1096.10.1002/(ISSN)1096-9853
- Gong, G., Thornton, C., & Chan, A. H. C. (2011). DEM simulations of undrained triaxial behavior of granular material. Journal of Engineering Mechanics, 138, 560–566.
- Grasselli, G. (2005). 3D Behaviour of bolted rock joints: experimental and numerical study. International Journal of Rock Mechanics and Mining Sciences, 42, 13–24.10.1016/j.ijrmms.2004.06.003
- Hoek, E. (2007). Practical rock engineering. North Vancouver: Evert Hoek Consulting Engineer Inc.
- Imole, O. I., Wojtkowski, M., Magnanimo, V., & Luding, S. (2014). Micro-macro correlations and anisotropy in granular assemblies under uniaxial loading and unloading. Physical Review E, 89, 042210.10.1103/PhysRevE.89.042210
- Jalalifar, H., & Aziz, N. (2010). Experimental and 3D numerical simulation of reinforced shear joints. Rock Mechanics and Rock Engineering, 43, 95–103.10.1007/s00603-009-0031-7
- Latham, J. P., Xiang, J., Belayneh, M., Nick, H. M., Tsang, C. F., & Blunt, M. J. (2013). Modelling stress-dependent permeability in fractured rock including effects of propagating and bending fractures. International Journal of Rock Mechanics and Mining Sciences, 57, 100–112.10.1016/j.ijrmms.2012.08.002
- Lopez- Arancibia, A., Altuna-Zugasti, A. M., Aizpurua Aldasoro, H., & Pradera-Mallabiabarrena, A. (2015). Bolted joints for single-layer structures: numerical analysis of the bending behavior. Structural Engineering and Mechanics, 56, 355–367.
- Ma, G., Chang, X. L., Zhou, W., & Ng, T. T. (2014). Mechanical response of rockfills in a simulated true triaxial test: A combined FDEM study. Geomechanics and Engineering, 7, 317–333.10.12989/gae.2014.7.3.317
- Ma, G., Zhou, W., Chang, X. L., & Yuan, W. (2014). Combined FEM/DEM modeling of triaxial compression test for rockfills with polyhedral particles. International Journal of Geomechanics, 14, 04014014.10.1061/(ASCE)GM.1943-5622.0000372
- Maghous, S., Bernaud, D., & Couto, E. (2012). Three-dimensional numerical simulation of rock deformation in bolt-supported tunnels: A homogenization approach. Tunnelling and Underground Space Technology, 31, 68–79.10.1016/j.tust.2012.04.008
- Moosavi, M., & Grayeli, R. (2006). A model for cable bolt-rock mass interaction: Integration with discontinuous deformation analysis (DDA) algorithm. International Journal of Rock Mechanics and Mining Sciences, 43, 661–670.10.1016/j.ijrmms.2005.11.002
- Munjiza, A. (2004). The combined finite-discrete element method. New York, NY: Wiley.10.1002/0470020180
- Sakurai, S. (2010). Modeling strategy for jointed rock masses reinforced by rock bolts in tunneling practice. Acta Geotechnica, 5, 121–126.10.1007/s11440-010-0117-0
- Seyedi, H. E., & Mirghasemi, A. A. (2006). Numerical simulation of breakage of two-dimensional polygon-shaped particles using discrete element method. Powder Technology, 166, 100–112.
- Thakur, S. C., Morrissey, J. P., Sun, J., Chen, J. F., & Ooi, J. Y. (2014). Micromechanical analysis of cohesive granular materials using the discrete element method with an adhesive elasto-plastic contact model. Granular Matter, 16, 383–400.10.1007/s10035-014-0506-4
- Van, G. A., Meixner, T., Grunwald, S., Bishop, T., Diluzio, M., & Srinivasan, R. (2006). A global sensitivity analysis tool for the parameters of multi-variable catchment models. Journal of Hydrology, 324, 10–23.
- Wang, J., Li, S. C., Li, L. P., Zhu, W. S., Zhang, Q. Q., & Song, S. G. (2014). Study on anchorage effect on fractured rock. Steel and Composite Structures, 17, 791–801.10.12989/scs.2014.17.6.791
- Xiang, J., Munjiza, A., & Latham, J. P. (2009). Finite strain, finite rotation quadratic tetrahedral element for the combined finite–discrete element method. International Journal for Numerical Methods in Engineering, 79, 946–978.10.1002/nme.v79:8
- Xiang, J., Munjiza, A., Latham, J. P., & Guises, R. (2009). On the validation of DEM and FEM/DEM models in 2D and 3D. Engineering Computations, 26, 673–687.10.1108/02644400910975469
Numerical simulation of the reinforcement effect of rock bolts in granular mixtures
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.
Related research
People also read lists articles that other readers of this article have read.
Recommended articles lists articles that we recommend and is powered by our AI driven recommendation engine.
Cited by lists all citing articles based on Crossref citations.
Articles with the Crossref icon will open in a new tab.