Experimental study of the direct shear characteristics of cement grout under constant normal loading and stiffness boundary conditions

References

• Akiyama, M., & Kawasaki, S. (2012). Novel grout material comprised of calcium phosphate compounds: In vitro evaluation of crystal precipitation and strength reinforcement. Engineering Geology, 125, 119–128. https://doi.org/10.1016/j.enggeo.2011.11.011
   Web of Science ®Google Scholar
• Atapour, H., & Moosavi, M. (2014). The influence of shearing velocity on shear behavior of artificial joints. Rock Mechanics and Rock Engineering, 47(5), 1745–1761. https://doi.org/10.1007/s00603-013-0481-9
   Web of Science ®Google Scholar
• Bandis, S., Lumsden, A., & Barton, N. (1981). Experimental studies of scale effects on the shear behaviour of rock joints. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 18(1), 1–21.https://doi.org/10.1016/0148-9062(81)90262-X
   Google Scholar
• Bao, H., Xu, X., Lan, H., Zhang, G., Yin, P., Yan, C., & Xu, J. (2020). A new joint morphology parameter considering the effects of micro-slope distribution of joint surface. Engineering Geology, 275, 105734. https://doi.org/10.1016/j.enggeo.2020.105734
   Web of Science ®Google Scholar
• Barla, G., Barla, M., & Martinotti, M. (2010). Development of a new direct shear testing apparatus. Rock Mechanics and Rock Engineering, 43(1), 117–122. https://doi.org/10.1007/s00603-009-0041-5
   Web of Science ®Google Scholar
• Benmokrane, B., Chennouf, A., & Mitri, H. S. (1995). Laboratory evaluation of cement-based grouts and grouted rock anchors. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 32(7), 633–642. https://doi.org/10.1016/0148-9062(95)00021-8
   Google Scholar
• Benmokrane, B., Zhang, B., & Chennouf, A. (2000). Tensile properties and pullout behaviour of AFRP and CFRP rods for grouted anchor applications. Construction and Building Materials, 14(3), 157–170. https://doi.org/10.1016/S0950-0618(00)00017-9
   Web of Science ®Google Scholar
• Cen, D., Huang, D., & Ren, F. (2017). Shear deformation and strength of the interphase between the soil–rock mixture and the benched bedrock slope surface. Acta Geotechnica, 12(2), 391–413. https://doi.org/10.1007/s11440-016-0468-2
   Web of Science ®Google Scholar
• Chen, J., Hagan, P. C., & Saydam, S. (2017). Sample diameter effect on bonding capacity of fully grouted cable bolts. Tunnelling and Underground Space Technology, 68, 238–243. https://doi.org/10.1016/j.tust.2017.06.004
   Web of Science ®Google Scholar
• Chen, J., Hagan, P. C., & Saydam, S. (2018). Shear behaviour of a cement grout tested in the direct shear test. Construction and Building Materials, 166, 271–279. https://doi.org/10.1016/j.conbuildmat.2018.01.151
   Web of Science ®Google Scholar
• Chen, W.-H., Yu, C.-F., Cheng, H.-C., Tsai, Y-m., & Lu, S.-T. (2013). IMC growth reaction and its effects on solder joint thermal cycling reliability of 3D chip stacking packaging. Microelectronics Reliability, 53(1), 30–40. https://doi.org/10.1016/j.microrel.2012.06.146
   Web of Science ®Google Scholar
• Domone, P. L., & Thurairatnam, H. (1986). Development of mechanical properties of ordinary Portland and Oilwell B cement grouts. Magazine of Concrete Research, 38(136), 129–138. https://doi.org/10.1680/macr.1986.38.136.129
   Web of Science ®Google Scholar
• Feldman, R. F., & Beaudoin, J. J. (1976). Microstructure and strength of hydrated cement. Cement and Concrete Research, 6(3), 389–400. https://doi.org/10.1016/0008-8846(76)90102-2
   Google Scholar
• GB 175-2007. (2007). Common Portland cement (in Chinese).
   Google Scholar
• Goris, J. M. (1991). Laboratory evaluation of cable bolt supports. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 28(6), A373. https://doi.org/10.1016/0148-9062(91)91464-3
   Google Scholar
• Han, G., Jing, H., Jiang, Y., Liu, R., & Wu, J. (2020). Effect of cyclic loading on the shear behaviours of both unfilled and infilled rough rock joints under constant normal stiffness conditions. Rock Mechanics and Rock Engineering, 53(1), 31–57. https://doi.org/10.1007/s00603-019-01866-w
   Web of Science ®Google Scholar
• Harrison, D. M. (2013). The grouting handbook: A step-by-step guide for foundation design and machinery installation. Elsevier.
   Google Scholar
• Hong, Z-J., Zuo, J-P., Zhang, Z-S., Liu, C., Liu, L., & Liu, H-Y. (2020). Effects of nano-clay on the mechanical and microstructural properties of cement-based grouting material in sodium chloride solution. Construction and Building Materials, 245, 118420. https://doi.org/10.1016/j.conbuildmat.2020.118420
   Web of Science ®Google Scholar
• Hutchins, W., Bywater, S., Thompson, A., & Windsor, C. (1990). A versatile grouted cable dowel reinforcing system for rock. The AusIMM Proceedings (pp. 25–29).
   Google Scholar
• Hyett, A., Bawden, W. F., & Coulson, A. L. (1993). Physical and mechanical properties of normal Portland cement pertaining to fully grouted cable bolts. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30(6), 372.
   Google Scholar
• Hyett, A. J., Bawden, W. F., & Reichert, R. D. (1992). The effect of rock mass confinement on the bond strength of fully grouted cable bolts. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 29(5), 503–524. https://doi.org/10.1016/0148-9062(92)92634-O
   Google Scholar
• Indraratna, B., Ngo, N. T., & Rujikiatkamjorn, C. (2011). Behavior of geogrid-reinforced ballast under various levels of fouling. Geotextiles and Geomembranes, 29(3), 313–322. https://doi.org/10.1016/j.geotexmem.2011.01.015
   Web of Science ®Google Scholar
• Jiang, Y. (2017). Rock joints shearing testing system. In Rock mechanics and engineering Volume 2 (pp. 229–262). CRC Press.
   Google Scholar
• Kaiser, P. K., Yazici, S., & Nosé, J. (1992). Effect of stress change on the bond strength of fully grouted cables. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 29(3), 293–306. https://doi.org/10.1016/0148-9062(92)93662-4
   Google Scholar
• Kılıç, A., Yasar, E., & Celik, A. G. (2002). Effect of grout properties on the pull-out load capacity of fully grouted rock bolt. Tunnelling and Underground Space Technology, 17(4), 355–362. https://doi.org/10.1016/S0886-7798(02)00038-X
   Web of Science ®Google Scholar
• Krizek, R. J., Liao, H. J., & Borden, R. H. (1992). Mechanical properties of microfine cement/sodium silicate grouted sand. Geotechnical Special Publication, 1(30), 688–699.
   Google Scholar
• Lee, Y.-K., Park, J.-W., & Song, J.-J. (2014). Model for the shear behavior of rock joints under CNL and CNS conditions. International Journal of Rock Mechanics and Mining Sciences, 70, 252–263. https://doi.org/10.1016/j.ijrmms.2014.05.005
   Web of Science ®Google Scholar
• Li, B., Bao, R., Wang, Y., Liu, R., & Zhao, C. (2021). Permeability evolution of two-dimensional fracture networks during shear under constant normal stiffness boundary conditions. Rock Mechanics and Rock Engineering, 54(1), 409–428. https://doi.org/10.1007/s00603-020-02273-2
   Web of Science ®Google Scholar
• Li, W., Ho, S. C. M., Patil, D., & Song, G. (2017). Acoustic emission monitoring and finite element analysis of debonding in fiber-reinforced polymer rebar reinforced concrete. Structural Health Monitoring, 16(6), 674–681. https://doi.org/10.1177/1475921716678922
   Web of Science ®Google Scholar
• Li, D., Masoumi, H., Saydam, S., & Hagan, P. C. (2017). A constitutive model for load-displacement performance of modified cable bolts. Tunnelling and Underground Space Technology, 68, 95–105. https://doi.org/10.1016/j.tust.2017.05.025
   Web of Science ®Google Scholar
• Li, H., Xiao, H-g., & Ou, J-p (2004). A study on mechanical and pressure-sensitive properties of cement mortar with nanophase materials. Cement and Concrete Research, 34(3), 435–438. https://doi.org/10.1016/j.cemconres.2003.08.025
   Web of Science ®Google Scholar
• Li, Z., Zhang, J., Li, S., Gao, Y., Liu, C., & Qi, Y. (2020). Effect of different gypsums on the workability and mechanical properties of red mud-slag based grouting materials. Journal of Cleaner Production. 245, 118759. https://doi.org/10.1016/j.jclepro.2019.118759
   Web of Science ®Google Scholar
• Ma, S. Q., Aziz, N., Nemcik, J., & Mirzaghorbanali, A. (2017). The effects of installation procedure on bond characteristics of fully grouted rock bolts. Geotechnical Testing Journal, 40(5), 20160239. https://doi.org/10.1520/GTJ20160239
   Web of Science ®Google Scholar
• Ma, G., & Du, Q. (2020). Structural health evaluation of the prestressed concrete using advanced acoustic emission (AE) parameters. Construction and Building Materials, 250, 118860. https://doi.org/10.1016/j.conbuildmat.2020.118860
   Web of Science ®Google Scholar
• Ma, S., Nemcik, J., & Aziz, N. (2013). An analytical model of fully grouted rock bolts subjected to tensile load. Construction and Building Materials. 49, 519–526. https://doi.org/10.1016/j.conbuildmat.2013.08.084
   Web of Science ®Google Scholar
• Ma, S., Nemcik, J., & Aziz, N. (2014a). Simulation of fully grouted rockbolts in underground roadways using FLAC2D. Canadian Geotechnical Journal, 51(8), 911–920. https://doi.org/10.1139/cgj-2013-0338
   Web of Science ®Google Scholar
• Ma, S., Nemcik, J., Aziz, N., & Zhang, Z. (2014b). Analytical model for rock bolts reaching free end slip. Construction and Building Materials, 57, 30–37. https://doi.org/10.1016/j.conbuildmat.2014.01.057
   Web of Science ®Google Scholar
• Ma, S., Nemcik, J., Aziz, N., & Zhang, Z. (2016). Numerical modeling of fully grouted rockbolts reaching free-end slip. International Journal of Geomechanics, 16(1), 04015020.https://doi.org/10.1061/(ASCE)GM.1943-5622.0000484
   Web of Science ®Google Scholar
• Ma, S., Zhao, Z., Nie, W., & Gui, Y. (2016). A numerical model of fully grouted bolts considering the tri-linear shear bond–slip model. Tunnelling and Underground Space Technology, 54, 73–80. https://doi.org/10.1016/j.tust.2016.01.033
   Web of Science ®Google Scholar
• Ma, S., Zhao, Z., Nie, W., & Zhu, X. (2017). An analytical model for fully grouted rockbolts with consideration of the pre- and post-yielding behavior. Rock Mechanics and Rock Engineering, 50(11), 3019–3028. https://doi.org/10.1007/s00603-017-1272-5
   Web of Science ®Google Scholar
• Mashaly, A. O., Shalaby, B. N., & Rashwan, M. A. (2018). Performance of mortar and concrete incorporating granite sludge as cement replacement. Construction and Building Materials, 169, 800–818. https://doi.org/10.1016/j.conbuildmat.2018.03.046
   Web of Science ®Google Scholar
• Meng, B., Jing, H., Yang, S., Cui, T., & Li, B. (2019). Experimental study on shear behavior of bolted cement mortar blocks under constant normal stiffness. KSCE Journal of Civil Engineering, 23(8), 3724–3734. https://doi.org/10.1007/s12205-019-0077-3
   Web of Science ®Google Scholar
• Moosavi, M. (1997). Load distribution along fully grouted cable bolts based on constitutive models obtained from modified Hoek cells. Queen’s University at Kingston.
   Google Scholar
• Moosavi, M., & Bawden, W. F. (2003). Shear strength of Portland cement grout. Cement and Concrete Composites, 25(7), 729–735. https://doi.org/10.1016/S0958-9465(02)00101-4
   Web of Science ®Google Scholar
• Muralha, J., Grasselli, G., Tatone, B., Blümel, M., Chryssanthakis, P., & Yujing, J. (2014). ISRM suggested method for laboratory determination of the shear strength of rock joints: Revised version. Rock Mechanics and Rock Engineering, 47(1), 291–302. https://doi.org/10.1007/s00603-013-0519-z
   Web of Science ®Google Scholar
• Nemcik, J., Ma, S., Aziz, N., Ren, T., & Geng, X. (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. https://doi.org/10.1016/j.ijrmms.2014.07.007
   Web of Science ®Google Scholar
• Reichert, R. D. (1991). A laboratory and field investigation of the major factors influencing bond capacity of grouted cable bolts. Queen’s University.
   Google Scholar
• Saadat, M., & Taheri, A. (2020). A numerical study to investigate the influence of surface roughness and boundary condition on the shear behaviour of rock joints. Bulletin of Engineering Geology and the Environment, 79(5), 2483–2498. https://doi.org/10.1007/s10064-019-01710-z
   Web of Science ®Google Scholar
• Shrivastava, A., & Rao, K. (2009). Shear behaviour of jointed rock: A state of art. IGC, 2009, 245–249.
   Google Scholar
• Singh, M., Raj, A., & Singh, B. (2011). Modified Mohr–Coulomb criterion for non-linear triaxial and polyaxial strength of intact rocks. International Journal of Rock Mechanics and Mining Sciences, 48(4), 546–555. https://doi.org/10.1016/j.ijrmms.2011.02.004
   Web of Science ®Google Scholar
• Strantza, M., Van Hemelrijck, D., Guillaume, P., & Aggelis, D. G. (2017). Acoustic emission monitoring of crack propagation in additively manufactured and conventional titanium components. Mechanics Research Communications, 84, 8–13. https://doi.org/10.1016/j.mechrescom.2017.05.009
   Web of Science ®Google Scholar
• Tang, Y., & Ranjith, P. G. (2018). An experimental and analytical study of the effects of shear displacement, fluid type, joint roughness, shear strength, friction angle and dilation angle on proppant embedment development in tight gas sandstone reservoirs. International Journal of Rock Mechanics and Mining Sciences, 107, 94–109. https://doi.org/10.1016/j.ijrmms.2018.03.008
   Web of Science ®Google Scholar
• Tatone, B. S., & Grasselli, G. (2013). An investigation of discontinuity roughness scale dependency using high-resolution surface measurements. Rock Mechanics and Rock Engineering, 46(4), 657–681. https://doi.org/10.1007/s00603-012-0294-2
   Web of Science ®Google Scholar
• Wu, Z., Yang, S., Wu, Y., & Hu, X. (2009). Analytical method for failure of anchor-grout-concrete anchorage due to concrete cone failure and interfacial debonding. Journal of Structural Engineering, 135(4), 356–365. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:4(356)
   Web of Science ®Google Scholar
• Yazici, S., & Kaiser, P. K. (1992). Bond strength of grouted cable bolts. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 29(3), 279–292. https://doi.org/10.1016/0148-9062(92)93661-3
   Google Scholar
• Zhang, C., Cui, G., Chen, X., Zhou, H., & Deng, L. (2020). Effects of bolt profile and grout mixture on shearing behaviors of bolt-grout interface. Journal of Rock Mechanics and Geotechnical Engineering, 12(2), 242–255. https://doi.org/10.1016/j.jrmge.2019.10.004
   Web of Science ®Google Scholar
• Zhao, J. (2000). Applicability of Mohr–Coulomb and Hoek–Brown strength criteria to the dynamic strength of brittle rock. International Journal of Rock Mechanics and Mining Sciences, 37(7), 1115–1121. https://doi.org/10.1016/S1365-1609(00)00049-6
   Web of Science ®Google Scholar
• Zhao, X., & Cai, M. (2010). A mobilized dilation angle model for rocks. International Journal of Rock Mechanics and Mining Sciences, 47(3), 368–384. https://doi.org/10.1016/j.ijrmms.2009.12.007
   Web of Science ®Google Scholar
• Zhao, H., Hou, J., Zhang, L., & Zhao, M. (2021). Towards concrete-rock interface shear containing similar triangular asperities. International Journal of Rock Mechanics and Mining Sciences, 137, 104547. https://doi.org/10.1016/j.ijrmms.2020.104547
   Web of Science ®Google Scholar