Skip to main content
Log in

Study of grouting effectiveness based on shear strength evaluation with experimental and numerical approaches

  • Research Paper
  • Published:
Acta Geotechnica Aims and scope Submit manuscript

Abstract

Grouting is an important and convenient technique to improve rock properties. The grouting effectiveness depends on quantities of complex influencing factors. The investigation on the effects is essential for engineering applications. This study focuses on the evaluation of shear strength with experimental and numerical approaches. Firstly, the shear test of rock sample with cement grouting was carried out. Based on the tests, the numerical modelling of grouting was conducted. The effect of normal stress, grouting thickness and strength parameters of grout on the shear strength was studied, respectively. Then, the critical condition of effective grouting was proposed. Lastly, the mechanism in the influencing factors was discussed. Results show that the strength of grouted rock could be improved by increasing the normal stress and the grout parameters and decreasing the grouting thickness. The critical condition of effective grouting involves the grouting thickness and the strength parameters of grouting material. When the condition of effective grouting is satisfied, the grouting effect would be remarkable with additional supports, such as bolts. According to the opening of the dominant structural plane, the grouting parameters should be reasonably designed to meet the critical condition. The results could provide experimental and theoretical methodologies for the grouting design.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15

Similar content being viewed by others

References

  1. Abda MA, Elaleem SA, Heikal M (2012) Physico-chemical and mechanical characteristics of pozzolanic cement pastes and mortars hydrated at different curing temperatures. Constr Build Mater 26(1):310–316

    Article  Google Scholar 

  2. Aversa S, Evangelista A (1998) The mechanical behaviour of a pyroclastic rock: yield strength and “destructuration” effects. Rock Mech Rock Eng 31(1):25–42

    Article  Google Scholar 

  3. Bandis S, Lumsden A, Barton N (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr 20(6):249–268

    Article  Google Scholar 

  4. Bruce DA, George CRF (1982) Rock grouting at wimbleball dam. Int J Rock Mech Min Sci Geomech Abstr 20(2):323–348

    Google Scholar 

  5. Butrón C, Axelsson M, Gustafson G (2009) Silica sol for rock grouting: laboratory testing of strength, fracture behaviour and hydraulic conductivity. Tunn Undergr Sp Tech 24(6):603–607

    Article  Google Scholar 

  6. Chen J, Zhao J, Zhang S, Zhang Y, Li M (2020) An experimental and analytical research on the evolution of mining cracks in deep floor rock mass. Pure Appl Geophys 177:5325–5348

    Article  Google Scholar 

  7. Grasselli G (2006) Manuel rocha medal recipient shear strength of rock joints based on quantified surface description. Rock Mech Rock Eng 39(4):295–314

    Article  Google Scholar 

  8. Güllü H, Cevik A, Al-Ezzi KMA, Gülsan ME (2019) On the rheology of using geopolymer for grouting: a comparative study with cement-based grout included fly ash and cold bonded fly ash. Constr Build Mater 196:594–610

    Article  Google Scholar 

  9. Hu S, Tan Y, Zhou H et al (2020) Anisotropic modeling of layered rocks incorporating planes of weakness and volumetric stress. Energy Sci Eng 8(3):789–803

    Article  Google Scholar 

  10. Indraratna B, Jayanathan M, Brown ET (2008) Shear strength model for overconsolidated clay-infilled idealised rock joints. Géotechnique 58(1):55–65

    Article  Google Scholar 

  11. Jorne F, Henriques FMA (2016) Evaluation of the grout injectability and types of resistance to grout flow. Constr Build Mater 122:171–183

    Article  Google Scholar 

  12. Kikuchi K, Igari T, Mito Y, Utsuki S (1997) In situ experimental studies on improvement of rock masses by grouting treatment. Int J Rock Mech Min 34(3):131–138

    Google Scholar 

  13. Kim H, Lee J, Yazdani M, Tohidi E, Nejati HR, Park E (2018) Coupled viscous fluid flow and joint deformation analysis for grout injection in a rock joint. Rock Mech Rock Eng 51(2):627–638

    Article  Google Scholar 

  14. Kim YU, Park J, Chun YW, Zhang GM (2013) Evaluation and prediction of physical properties of pressure grouting using laboratory testing and elastic wave velocity. Ksce J Civ Eng 17(2):364–367

    Article  Google Scholar 

  15. Le H, Sun S, KulatilakePinnaduwa HSW, Wei AJ (2018) Effect of grout on mechanical properties and cracking behavior of rock-like specimens containing a single flaw under uniaxial compression. Int J Geomech 18(10):4018129

    Article  Google Scholar 

  16. Lee JS, Bang CS, Mok YJ, Joh SH (2000) Numerical and experimental analysis of penetration grouting in jointed rock masses. Int J Rock Mech Min 37(7):1027–1037

    Article  Google Scholar 

  17. Li Z, Liu H, Dun Z, Ren L, Fang J (2020) Grouting effect on rock fracture using shear and seepage assessment. Constr Build Mater 242:118131

    Article  Google Scholar 

  18. Li Z, Liu S, Ren W et al (2020) Multiscale laboratory study and numerical analysis of water-weakening effect on shale. Adv Mater Sci Eng 2020:5263431

    Google Scholar 

  19. Li Z, Zhou H, Hu D, Zhang C (2019) Yield criterion for rocklike geomaterials based on strain energy and cmp model. Int J Geomech 20(3):4020013

    Article  Google Scholar 

  20. Li Z, Zhou H, Jiang Y, Hu D, Zhang C (2019) Methodology for establishing comprehensive stress paths in rocks during hollow cylinder testing. Rock Mech Rock Eng 52(4):1055–1074

    Article  Google Scholar 

  21. Littlejohn GS (1982) Design of cement based grouts. In: Proceedings of the conference on grouting in geotechnical engineering. ASCE, New Orleans, pp 35–48

  22. Liu Q, Lei G, Peng X, Lu C, Wei L (2018) Rheological characteristics of cement grout and its effect on mechanical properties of a rock fracture. Rock Mech Rock Eng 51(2):613–625

    Article  Google Scholar 

  23. Mirza J, Mirza MS, Roy V, Saleh K (2002) Basic rheological and mechanical properties of high-volume fly ash grouts. Constr Build Mater 16(6):353–363

    Article  Google Scholar 

  24. Oliveira DAF, Indraratna B, Nemcik J (2009) Critical review on shear strength models for soil-infilled joints. Geomech Geoeng 4(3):237–244

    Article  Google Scholar 

  25. Pantelidis L (2009) Rock slope stability assessment through rock mass classification systems. Int J Rock Mech Min 46(2):315–325

    Article  Google Scholar 

  26. Papaliangas T, Hencher SR, Lumsden AC, Manolopoulou S (1993) The effect of frictional fill thickness on the shear strength of rock discontinuities. Int J Rock Mech Min Sci Geomech Abstr 30(2):81–91

    Article  Google Scholar 

  27. Pereira JP (1997) Rolling friction and shear behaviour of rock discontinuities filled with sand. Int J Rock Mech Min 34(3):241–244

    Google Scholar 

  28. Sadd MH (2009) Elasticity: theory, applications, and numerics. Elsevier Science & Technology Books

    Google Scholar 

  29. Saleh S, Yunus NZM, Ahmad K, Ali N (2019) Improving the strength of weak soil using polyurethane grouts: a review. Constr Build Mater 202:738–752

    Article  Google Scholar 

  30. Sohrabi-Bidar A, Rastegar-Nia A, Zolfaghari A (2016) Estimation of the grout take using empirical relationships (case study: bakhtiari dam site). B Eng Geol Environ 75(2):425–438

    Article  Google Scholar 

  31. Stille H, Gustafson G, Hassler L (2012) Application of new theories and technology for grouting of dams and foundations on rock. Geotech Geol Eng 30(3):603–624

    Article  Google Scholar 

  32. Tang ZC (2020) Experimental investigation on temperature-dependent shear behavior of granite discontinuity. Rock Mech Rock Eng 53(9):4043–4060

    Article  Google Scholar 

  33. Tang ZC, Zhang Y (2020) Temperature-dependent peak shear strength criterion for granite fractures. Eng Geol 269:105552

    Article  Google Scholar 

  34. Trivedi A (2010) Strength and dilatancy of jointed rocks with granular fill. Acta Geotech 5(1):15–31

    Article  Google Scholar 

  35. Tu H, Zhou H, Qiao C, Gao Y (2020) Excavation and kinematic analysis of a shallow large-span tunnel in an up-soft/low-hard rock stratum. Tunn Undergr Sp Tech 97:103245

    Article  Google Scholar 

  36. Zhang D, Liu Z, Wang R, Zhang D (2019) Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay. Acta Geotech 14(4):1227–1247

    Article  Google Scholar 

  37. Zhang J, Shu J, Ren X, Ren H (2013) Influence mechanism of grouting on mechanical characteristics of rock mass. Math Probl Eng 2013:1–6

    Google Scholar 

  38. Zhao H (2021) A reduced order model based on machine learning for numerical analysis: an application to geomechanics. Eng Appl Artif Intel 100:104194

    Article  Google Scholar 

  39. Zhao H, Chen B, Li S (2021) Determination of geomaterial mechanical parameters based on back analysis and reduced-order model. Comput Geotech 132(4):104013

    Article  Google Scholar 

  40. Zhao H, Chen B, Li S, Li Z, Zhu C (2021) Updating the models and uncertainty of mechanical parameters for rock tunnels using bayesian inference. Geosci Front 12(5):101198

    Article  Google Scholar 

  41. Zhou Z, Du X, Wang S, Cai X, Chen L (2019) Micromechanism of the diffusion of cement-based grouts in porous media under two hydraulic operating conditions: constant flow rate and constant pressure. Acta Geotech 14(3):825–841

    Article  Google Scholar 

  42. Zhou H, Zhang C, Li Z, Hu D, Hou J (2014) Analysis of mechanical behavior of soft rocks and stability control in deep tunnels. J Rock Mech Geotech Eng 6(3):219–226

    Article  Google Scholar 

Download references

Acknowledgements

We gratefully acknowledge financial support from the National Natural Science Foundation of China (NSFC) (Grant No. 51704097, 51709113), Key Research and Development Program of Henan Province, China (Grant No. 202102310244) and Science Foundation of Henan Polytechnic University (J2021-2). Besides, the authors are also grateful to the anonymous reviewers for their many helpful comments, which have greatly improved this paper.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Rongchao Xu.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Li, Z., Liu, J., Xu, R. et al. Study of grouting effectiveness based on shear strength evaluation with experimental and numerical approaches. Acta Geotech. 16, 3991–4005 (2021). https://doi.org/10.1007/s11440-021-01324-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11440-021-01324-4

Keywords

Navigation