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Experimental Study on the Shear Behavior of Regular Sandstone Joints Filled with Cement Grout

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References

  • Andjelkovic V, Pavlovic N, Lazarevic Z, Nedovic V (2015) Modelling of shear characteristics at the concrete–rock mass interface. Int J Rock Mech Min 76:222–236. doi:10.1016/j.ijrmms.2015.03.024

    Google Scholar 

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

    Article  Google Scholar 

  • Barton N (2008) Shear strength of rockfill, interfaces and rock joints, and their points of contact in rock dump design. In: Fourie A (ed) Rock dumps 2008. Australian Centre for Geomechanics, Perth, pp 3–17

    Google Scholar 

  • Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice rock mechanics 10:1–54

    Google Scholar 

  • 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 24:603–607. doi:10.1016/j.tust.2009.04.003

    Article  Google Scholar 

  • El Tani M (2012) Grouting rock fractures with cement grout. Rock Mech Rock Eng 45:547–561

    Article  Google Scholar 

  • Goodman RE (1976) Methods of geological engineering in discontinuous rocks. West Publishing Company, San Francisco

    Google Scholar 

  • Grasselli G, Wirth J, Egger P (2002) Quantitative three-dimensional description of a rough surface and parameter evolution with shearing. Int J Rock Mech Min 39:789–800. doi:10.1016/S1365-1609(02)00070-9

    Article  Google Scholar 

  • Gu X, Seidel J, Haberfield C (2003) Direct shear test of sandstone-concrete joints. Int J Geomech 3:21–33. doi:10.1061/(ASCE)1532-3641(2003)3:1(21)

    Article  Google Scholar 

  • Han L, Zong Y, Han G, Zhang H (2011) Study of shear properties of rock structural plane by grouting reinforcement. Rock Soil Mech 32:2570–2576 (in Chinese)

    Google Scholar 

  • Huang X, Haimson B, Plesha M, Qiu X (1993) An investigation of the mechanics of rock joints-Part I. Laboratory investigation. Int J Rock Mech Min Sci Geomech Abstr 30:257–269

    Article  Google Scholar 

  • Indraratna B, Welideniya HS, Brown ET (2005) A shear strength model for idealised infilled joints under constant normal stiffness. Geotechnique 55:215–226. doi:10.1680/geot.55.3.215.61524

    Article  Google Scholar 

  • Indraratna B, Jayanathan M, Brown ET (2008) Shear strength model for overconsolidated clay-infilled idealised rock joints. Geotechnique 58:55–65. doi:10.1680/geot.2008.58.1.55

    Article  Google Scholar 

  • Indraratna B, Premadasa W, Brown ET, Gens A, Heitor A (2014) Shear strength of rock joints influenced by compacted infill. Int J Rock Mech Min 70:296–307. doi:10.1016/j.ijrmms.2014.04.019

    Google Scholar 

  • Jahanian H, Sadaghiani MH (2015) Experimental study on the shear strength of sandy clay infilled regular rough rock joints. Rock Mech Rock Eng 48:907–922. doi:10.1007/s00603-014-0643-4

    Article  Google Scholar 

  • Jiang Q, She C, Sun F (2014) Study of deformation and strength characteristics, failure mechanism of grout joints under compression shearing. Eng J Wuhan Univ 47:440–451 (in Chinese)

    Google Scholar 

  • Jing L, Stephansson O, Nordlund E (1993) Study of rock joints under cyclic loading conditions. Rock Mech Rock Eng 26:215–232

    Article  Google Scholar 

  • Ladanyi B, Archambault G (1969) Simulation of shear behavior of a jointed rock mass. In: The 11th US Symposium on Rock Mechanics (USRMS). American Rock Mechanics Association, New York, pp 105–125

  • Lama R (1978) Influence of clay fillings on shear behaviour of joints. In: Proceedings of the third international conference of international association of engineering geology, Madrid, pp 27–34

  • 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 37:1027–1037. doi:10.1016/S1365-1609(00)00040-X

    Article  Google Scholar 

  • Liu C, Lu S (2000) Reinforcement effect of cement grouting on engineering rock mass. J China Univ Min Technol 29:454–458 (in Chinese)

    Google Scholar 

  • Lockner D (1993) The role of acoustic emission in the study of rock fracture. Int J Rock Mech Min Sci Geomech Abstr 30:883–899

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Patton FD (1966) Multiple modes of shear failure in rock. In: First Congress of International Society of Rock Mechanics. International Society for Rock Mechanics, Lisbon, pp 509–513

  • Pereira JP (1997) Rolling friction and shear behaviour of rock discontinuities filled with sand. Int J Rock Mech Min 34:244.e241. doi:10.1016/S1365-1609(97)00037-3

    Google Scholar 

  • Phien-Wej N, Shrestha U, Rantucci G (1990) Effect of infill thickness on shear behaviour of rock joints. In: Proceedings of the international symposium on rock joints, Norway, pp 289–294

  • Saeidi O, Khalokakaie R (2013) A new rock-engineering index to assess jointed rock mass groutability. Eur J Environ Civil Eng 17:374–397

    Article  Google Scholar 

  • Saiang D, Malmgren L, Nordlund E (2005) Laboratory tests on shotcrete-rock joints in direct shear, tension and compression. Rock Mech Rock Eng 38:275–297. doi:10.1007/s00603-005-0055-6

    Article  Google Scholar 

  • Sun F, She C, Wan L (2014) A peak shear strength model for cement filled rock joints. Chin J Rock Mech Eng 33:2481–2489 (in Chinese)

    Google Scholar 

  • Tian H, Chen W, Yang D, Yang J (2015) Experimental and numerical analysis of the shear behaviour of cemented concrete-rock joints. Rock Mech Rock Eng 48:213–222

    Article  Google Scholar 

  • Zhang C, Feng X-T, Zhou H, Qiu S, Wu W (2012) Case histories of four extremely intense rockbursts in deep tunnels. Rock Mech Rock Eng 45:275–288

    Article  Google Scholar 

  • Zolfaghari A, Sohrabi Bidar A, Maleki Javan MR, Haftani M, Mehinrad A (2015) Evaluation of rock mass improvement due to cement grouting by Q-system at Bakhtiary dam site. Int J Rock Mech Min 74:38–44. doi:10.1016/j.ijrmms.2014.12.004

    Google Scholar 

Download references

Acknowledgements

We gratefully acknowledge the support provided by the National 973 Program (Grant No. 2014CB046905), National Natural Science Foundation of China (NSFC, Grant No. 51404245) and China Postdoctoral Science Foundation funded project (Grant Nos. 2014M551699 and 2016T90527).

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Correspondence to Lianguo Wang.

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Lu, Y., Wang, L., Li, Z. et al. Experimental Study on the Shear Behavior of Regular Sandstone Joints Filled with Cement Grout. Rock Mech Rock Eng 50, 1321–1336 (2017). https://doi.org/10.1007/s00603-016-1154-2

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