Study of the systematic fully grouted rock bolts performance in tunnels considering installation condition of bolt head

References

• Alejano, L., et al. 2010. Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek–Brown strain-softening behaviour. International Journal of Rock Mechanics and Mining Sciences, 47(1),150–160. Doi: 10.1016/j.ijrmms.2009.07.008.
   Web of Science ®Google Scholar
• Bobet, A. and Einstein, H. 2011. Tunnel reinforcement with rockbolts. Tunnelling and Underground Space Technology, 26(1),100–123. Doi: 10.1016/j.tust.2010.06.006.
   Web of Science ®Google Scholar
• Brown, E.T., et al. 1983. Ground response curves for rock tunnels. Journal of Geotechnical Engineering, 109(1),15–39. Doi: 10.1061/(ASCE)0733-9410(1983)109:1(15)
   Google Scholar
• Cai, M., et al. 2007. Determination of residual strength parameters of jointed rock masses using the GSI system. International Journal of Rock Mechanics and Mining Sciences, 44(2),247–265. Doi: 10.1016/j.ijrmms.2006.07.005.
   Web of Science ®Google Scholar
• Cai, Y., Esaki, T., and Jiang, Y. 2004a. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling. Tunnelling and Underground Space Technology, 19(6),607–618. Doi: 10.1016/j.tust.2004.02.129.
   Web of Science ®Google Scholar
• Cai, Y., Esaki, T., and Jiang, Y. 2004b. A rock bolt and rock mass interaction model. International Journal of Rock Mechanics and Mining Sciences, 41(7),1055–1067. Doi: 10.1016/j.ijrmms.2004.04.005.
   Web of Science ®Google Scholar
• Carranza-Torres, C. 2009. Analytical and numerical study of the mechanics of rockbolt reinforcement around tunnels in rock masses. Rock Mechanics and Rock Engineering, 42(2),175–228. Doi: 10.1007/s00603-009-0178-2.
   Web of Science ®Google Scholar
• Chang, X., et al. 2017. Study on grout cracking and interface debonding of rockbolt grouted system. Construction and Building Materials, 135, 665–673. Doi: 10.1016/j.conbuildmat.2017.01.031.
   Web of Science ®Google Scholar
• Fahimifar, A. and Ranjbarnia, M. 2009. Analytical approach for the design of active grouted rockbolts in tunnel stability based on convergence-confinement method. Tunnelling and Underground Space Technology, 24(4),363–375. Doi: 10.1016/j.tust.2008.10.005.
   Web of Science ®Google Scholar
• Fahimifar, A. and Soroush, H. 2005. A theoretical approach for analysis of the interaction between grouted rockbolts and rock masses. Tunnelling and Underground Space Technology, 20(4),333–343. Doi: 10.1016/j.tust.2004.12.005.
   Web of Science ®Google Scholar
• Farmer, I.W. 1975. Stress distribution along a resin grouted rock anchor. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 12(11),347–351. Doi: 10.1016/0148-9062(75)90168-0.
   Google Scholar
• Freeman, T. 1978. The behaviour of fully-bonded rock bolts in the Kielder experimental tunnel. Tunnels & Tunnelling International, 10(5), 37–40.
   Google Scholar
• Ghadimi, M., Shahriar, K., and Jalalifar, H. 2015. An analytical model to predict shear stress distribution in fully encapsulated rock bolts. Geotechnical and Geological Engineering, 33(1),59–68. Doi: 10.1007/s10706-014-9820-1.
   Web of Science ®Google Scholar
• Goel, R.K. and Swarup, A., 2005. Shape of underground openings and rock bolt length. In: ISRM International Symposium-EUROCK 2005. Brno, Czech Republic: International Society for Rock Mechanics and Rock Engineering.
   Google Scholar
• Grasselli, G. 2005. 3D behaviour of bolted rock joints: experimental and numerical study. International Journal of Rock Mechanics and Mining Sciences, 42(1),13–24. Doi: 10.1016/j.ijrmms.2004.06.003.
   Web of Science ®Google Scholar
• Hoek, E. and Brown, E.T. 1997. Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 34(8),1165–1186. Doi: 10.1016/S1365-1609(97)80069-X.
   Web of Science ®Google Scholar
• Hoek, E., Carranza-Torres, C., and Corkum, B. 2002. Hoek-Brown failure criterion-2002 edition. Proceedings of NARMS-Tac, 1, 267–273.
   Google Scholar
• Indraratna, B. and Kaiser, P. 1990a. Analytical model for the design of grouted rock bolts. International Journal for Numerical and Analytical Methods in Geomechanics, 14(4),227–251. Doi: 10.1002/nag.1610140402
   Web of Science ®Google Scholar
• Indraratna, B. and Kaiser, P. 1990b. Design for grouted rock bolts based on the convergence control method. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 27(4),269–281. Doi: 10.1016/0148-9062(90)90529-B.
   Google Scholar
• Itasca, 2012. Fast Lagrangian analysis of continua. Minneapolis, Minn: Itasca Consulting Group Inc.
   Google Scholar
• Karanam, U.M.R. and Dasyapu, S.K. 2005. Experimental and numerical investigations of stresses in a fully grouted rock bolts. Geotechnical & Geological Engineering, 23(3),297–308. Doi: 10.1007/s10706-004-9518-x.
   Google Scholar
• Li, C. and Stillborg, B. 1999. Analytical models for rock bolts. International Journal of Rock Mechanics and Mining Sciences, 36(8),1013–1029. Doi: 10.1016/S1365-1609(99)00064-7.
   Web of Science ®Google Scholar
• Liu, C.H. and Li, Y.Z. 2017. Analytical study of the mechanical behavior of fully grouted bolts in bedding rock slopes. Rock Mechanics and Rock Engineering, 50(9),2413–2423. Doi: 10.1007/s00603-017-1244-9.
   Web of Science ®Google Scholar
• Mortazavi, A. and Alavi, F.T. 2013. A numerical study of the behavior of fully grouted rockbolts under dynamic loading. Soil Dynamics and Earthquake Engineering, 54, 66–72. Doi: 10.1016/j.soildyn.2013.08.003.
   Web of Science ®Google Scholar
• Nemcik, J., et al. 2014. Numerical modelling of failure propagation in fully grouted rock bolts subjected to tensile load. International Journal of Rock Mechanics and Mining Sciences, 71, 293–300. Doi: 10.1016/j.ijrmms.2014.07.007.
   Web of Science ®Google Scholar
• Nie, W., et al. 2014. Numerical studies on rockbolts mechanism using 2D discontinuous deformation analysis. Tunnelling and Underground Space Technology, 41, 223–233. Doi: 10.1016/j.tust.2014.01.001.
   Web of Science ®Google Scholar
• Nie, W., et al. 2018. Effects of joints on the reinforced rock units of fully-grouted rockbolts. Tunnelling and Underground Space Technology, 71, 15–26. Doi: 10.1016/j.tust.2017.07.005.
   Web of Science ®Google Scholar
• Oreste, P. 2004. Designing of radial bolting in tunnels. Journal of Mining Science, 40(4),384–394. Doi: 10.1007/s10913-004-0022-8.
   Web of Science ®Google Scholar
• Oreste, P. 2008. Distinct analysis of fully grouted bolts around a circular tunnel considering the congruence of displacements between the bar and the rock. International Journal of Rock Mechanics and Mining Sciences, 45(7),1052–1067. Doi: 10.1016/j.ijrmms.2007.11.003.
   Web of Science ®Google Scholar
• Oreste, P. 2013. Face stabilization of deep tunnels using longitudinal fibreglass dowels. International Journal of Rock Mechanics and Mining Sciences, 58, 127–140. Doi: 10.1016/j.ijrmms.2012.07.011.
   Web of Science ®Google Scholar
• Oreste, P. and Peila, D. 1996. Radial passive rockbolting in tunnelling design with a new convergence-confinement model. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33(5),443–454. Doi: 10.1016/0148-9062(96)00009-5.
   Google Scholar
• Oreste, P.P. 2009. Face stabilisation of shallow tunnels using fibreglass dowels. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 162(2),95–109. Doi: 10.1680/geng.2009.162.2.95.
   Web of Science ®Google Scholar
• Oreste, P.P. and Cravero, M. 2008. An analysis of the action of dowels on the stabilization of rock blocks on underground excavation walls. Rock Mechanics and Rock Engineering, 41(6),835–868. Doi: 10.1007/s00603-008-0162-2.
   Web of Science ®Google Scholar
• Osgoui, R.R. and Oreste, P. 2007. Convergence-control approach for rock tunnels reinforced by grouted bolts, using the homogenization concept. Geotechnical and Geological Engineering, 25(4),431–440. doi: 10.1007/s10706-007-9120-0.
   Google Scholar
• Osgoui, R.R. and Oreste, P. 2010. Elasto‐plastic analytical model for the design of grouted bolts in a Hoek–Brown medium. International Journal for Numerical and Analytical Methods in Geomechanics, 34(16),1651–1686. Doi: 10.1002/nag.823.
   Web of Science ®Google Scholar
• Peila, I.D. and Oreste, I.P.P. 1995. Axisymmetric analysis of ground reinforcing in tunnelling design. Computers and Geotechnics, 17(2),253–274. Doi: 10.1016/0266-352X(95)93871-F.
   Google Scholar
• Pelizza, S., Peila, D., and Oreste, P., 1995. A new approach for ground reinforcing design in tunnelling. ed. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 32, 123A.
   Google Scholar
• Ranjbarnia, M., et al. 2016a. Analytical‐numerical solution for stress distribution around tunnel reinforced by radial fully grouted rockbolts. International Journal for Numerical and Analytical Methods in Geomechanics, 40(13),1844–1862. Doi: 10.1002/nag.2517.
   Web of Science ®Google Scholar
• Ranjbarnia, M., Fahimifar, A., and Oreste, P. 2014. A simplified model to study the behavior of pre-tensioned fully grouted bolts around tunnels and to analyze the more important influencing parameters. Journal of Mining Science, 50(3),533–548. Doi: 10.1134/S1062739114030156.
   Web of Science ®Google Scholar
• Ranjbarnia, M., Fahimifar, A., and Oreste, P. 2015. Practical method for the design of pretensioned fully grouted rockbolts in tunnels. International Journal of Geomechanics, 16(1), 04015012. Doi: 10.1061/(ASCE)GM.1943-5622.0000464.
   Web of Science ®Google Scholar
• Ranjbarnia, M., Fahimifar, A., and Oreste, P. 2016b. New analytical approaches for evaluating the performance of systematic pre-tensioned fully grouted rockbolts in tunnel stabilization. Archives of Mining Sciences, 61(4)., 823–852. Doi: 10.1515/amsc-2016-0056.
   Web of Science ®Google Scholar
• Ranjbarnia, M., Zaheri, M., and Dias, D. 2020. Three-dimensional finite difference analysis of shallow sprayed concrete tunnels crossing a reverse fault or a normal fault: a parametric study. Frontiers of Structural and Civil Engineering, 14(4),998–1011. Doi: 10.1007/s11709-020-0621-8.
   Web of Science ®Google Scholar
• Stille, H., Holmberg, M., and Nord, G. 1989. Support of weak rock with grouted bolts and shotcrete. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 26(1),99–113. Doi: 10.1016/0148-9062(89)90530-5.
   Google Scholar
• Tahmasebinia, F., et al. 2018. Numerical and analytical simulation of the structural behaviour of fully grouted cable bolts under impulsive loading. International Journal of Mining Science and Technology, 28(5),807–811. Doi: 10.1016/j.ijmst.2018.08.012.
   Web of Science ®Google Scholar
• Teymen, A. 2017. Effect of mineral admixture types on the grout strength of fully-grouted rockbolts. Construction and Building Materials, 145, 376–382. Doi: 10.1016/j.conbuildmat.2017.04.046.
   Web of Science ®Google Scholar
• Wang, B., Zhao, F.J., and Peng, W.B. 2012. Numerical analysis for bolt length based on the stress response of anchorage surrounding rock. In Applied Mechanics and Materials, 204–208, 4481–4485. Doi: 10.4028/www.scientific.net/amm.204-208.4481.
   Google Scholar
• Ward, W., Coats, D., and Tedd, P., 1976. Performance of tunnel support systems in the Four Fathom Mudstone. Building Research Establishment. Garston, Watford, London, Current Paper CP 25/76, (34630), 11.
   Google Scholar
• Ward, W., Tedd, P., and Berry, N. 1983. The Kielder experimental tunnel: final results. Geotechnique, 33(3),275–291. Doi: 10.1680/geot.1983.33.3.275.
   Web of Science ®Google Scholar
• Wu, K., et al. 2019. Theoretical investigation to the effect of bolt reinforcement on tunnel viscoelastic behavior. Arabian Journal for Science and Engineering, 45(5),3707–3718. Doi: 10.1007/s13369-019-04215-9.
   Web of Science ®Google Scholar
• Xu, L.G., et al. 2010. Numerical analysis on the impact of rock bolt parameters on stability of surrounding rock. Chinese Journal of Geotechnical Engineering, 32(S2), 249–252.
   Google Scholar
• Zaheri, M., et al. 2020b. Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting. Transportation Geotechnics, 23, 100333. Doi: 10.1016/j.trgeo.2020.100333.
   Web of Science ®Google Scholar
• Zaheri, M. and Ranjbarnia, M. 2020. A new procedure for calculation of ground response curve of a circular tunnel considering the influence of young’s modulus variation and the plastic weight loading. Geotechnical and Geological Engineering, 1–21. Doi: 10.1007/s10706-020-01546-5.
   Web of Science ®Google Scholar
• Zaheri, M. and Ranjbarnia, M. 2021. Ground reaction curve of a circular tunnel considering the effects of the altered zone and the self-weight of the plastic zones. European Journal of Environmental and Civil Engineering, 1–24. Doi: 10.1080/19648189.2021.1877829.
   Web of Science ®Google Scholar
• Zaheri, M., Ranjbarnia, M., and Dias, D. 2020a. 3D numerical investigation of segmental tunnels performance crossing a dip-slip fault. Geomechanics and Engineering, 23(4),351–364. Doi: 10.12989/gae.2020.23.4.351.
   Web of Science ®Google Scholar
• Zaheri, M., Ranjbarnia, M., and Oreste, P. 2019. Performance of systematic fully grouted rockbolts and shotcreted layer in circular tunnel under the hydrostatic conditions using 3D finite difference approach. Geomechanics and Geoengineering, 1–14. Doi: 10.1080/17486025.2019.1648885.
   Google Scholar
• Zhang, H., Lu, Y., and Cheng, Q. 2008. Numerical simulation of reinforcement for rock slope with rock bolt (anchor cable) frame beam. Journal of Highway and Transportation Research and Development (English Edition), 3(2), 65–71. Doi: 10.1061/JHTRCQ.0000247.
   Google Scholar
• Zhu, C., et al. 2015. Modeling of grout crack of rockbolt grouted system. International Journal of Mining Science and Technology, 25(1),73–77. Doi: 10.1016/j.ijmst.2014.11.005.
   Web of Science ®Google Scholar