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Bahaaddini M., Hagan P.C., Mitra R., Khosravi M.H.: Experimental and numerical study of asperity degradation in the direct shear test, Engineering Geology 204 (2016), 41–52BahaaddiniM.HaganP.C.MitraR.KhosraviM.H.Experimental and numerical study of asperity degradation in the direct shear test2042016415210.1016/j.enggeo.2016.01.018Search in Google Scholar
Bahaaddini M., Sharrock G., Hebblewhite B.K.: Numerical direct shear tests to model the shear behaviour of rock joints, Computers and Geotechnics 51 (2013), 101–115BahaaddiniM.SharrockG.HebblewhiteB.K.Numerical direct shear tests to model the shear behaviour of rock joints51201310111510.1016/j.compgeo.2013.02.003Search in Google Scholar
Dafalias Y.F., Popov E.P.: A model of nonlinearly hardening materials for complex loading, Acta Mechanica (1975), 21:173–192DafaliasY.F.PopovE.P.A model of nonlinearly hardening materials for complex loading19752117319210.1007/BF01181053Search in Google Scholar
Fathi A., Moradian Z., Rivard P., Ballicy G., Boyd A.J.: Geometric Effect of Asperities on Shear Mechanism of Rock Joints, Rock Mech Rock Eng (2016) 49:801–820, DOI 10.1007/s00603-015-0799-6FathiA.MoradianZ.RivardP.BallicyG.BoydA.J.Geometric Effect of Asperities on Shear Mechanism of Rock Joints20164980182010.1007/s00603-015-0799-6Open DOISearch in Google Scholar
Hashiguchi K.: Constitutive equations of elastoplastic materials with anisotropic hardening and elastic-plastic transition, J. Appl. Mech., ASME (1981) 48:297–301HashiguchiK.Constitutive equations of elastoplastic materials with anisotropic hardening and elastic-plastic transition19814829730110.1115/1.3157612Search in Google Scholar
Huang M., Chen Y., Gu X.: Discrete element modeling of soil-structure interface behavior under cyclic loading, Computers and Geotechnics 107 (2019), 14–24HuangM.ChenY.GuX.Discrete element modeling of soil-structure interface behavior under cyclic loading1072019142410.1016/j.compgeo.2018.11.022Search in Google Scholar
Indraratna B., Thirukumaran S., Brown E.T., Zhu SP.: Modelling the Shear Behaviour of Rock Joints with Asperity Damage Under Constant Normal Stiffness, Rock Mech. Rock Eng. (2015) 48:179–195, DOI 10.1007/s00603-014-0556-2IndraratnaB.ThirukumaranS.BrownE.T.ZhuSP.Modelling the Shear Behaviour of Rock Joints with Asperity Damage Under Constant Normal Stiffness20154817919510.1007/s00603-014-0556-2Open DOISearch in Google Scholar
Jarzębowski A., Mróz Z.: On slip and memory rules in elastic, friction contact problems, Acta Mechanica, 102, 199–216 (1994)JarzębowskiA.MrózZ.On slip and memory rules in elastic, friction contact problems102199216199410.1007/BF01178527Search in Google Scholar
Kamonphet T., Khamrat S., Fuenkajorn K.: Effects of cyclic shear loads on strength, stiffness and dilation of rock fractures, Songklanakarin J. Sci. Technol. (2015), 37 (6), 683–690KamonphetT.KhamratS.FuenkajornK.Effects of cyclic shear loads on strength, stiffness and dilation of rock fractures2015376683690Search in Google Scholar
Kou M., Liu X., Tang S., Wang Y.: Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities, Soil Dynamics and Earthquake Engineering, 120 (2019) 58–74KouM.LiuX.TangS.WangY.Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities1202019587410.1016/j.soildyn.2019.01.026Search in Google Scholar
Lee H.S., Park Y.J., Cho T.F., You K.H.: Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading, International Journal of Rock Mechanics & Mining Sciences, 38 (2001), 967–980LeeH.S.ParkY.J.ChoT.F.YouK.H.Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading38200196798010.1016/S1365-1609(01)00060-0Search in Google Scholar
Li, Y. Oh, J., Mitra, R., Hebblewhite, B.: A joint asperity degradation model based on the wear process, 49th US Rock Mechanics/Geomechanics Symposium, San Francisco, CA, USA, 28 June–1 July 2015.LiY.OhJ.MitraR.HebblewhiteB.49th US Rock Mechanics/Geomechanics SymposiumSan Francisco, CA, USA28 June–1 July 2015Search in Google Scholar
Liu Q., Tian Y., Liu D., Jiang Y.: Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description, Engineering Geology 228 (2017), 282–300LiuQ.TianY.LiuD.JiangY.Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description228201728230010.1016/j.enggeo.2017.08.020Search in Google Scholar
Liu X.G., Zhu W.C., Yu Q.L., Chen S.J., Li R.F.: Estimation of the joint roughness coefficient of rock joints by consideration of two-order asperity and its application in double-joint shear tests, Engineering Geology 220 (2017) 243–255LiuX.G.ZhuW.C.YuQ.L.ChenS.J.LiR.F.Estimation of the joint roughness coefficient of rock joints by consideration of two-order asperity and its application in double-joint shear tests220201724325510.1016/j.enggeo.2017.02.012Search in Google Scholar
Liu X.R., Kou M.M., Lu Y.M., Liu Y.Q.: An experimental investigation on the shear mechanism of fatigue damage in rock joints under pre-peak cyclic loading condition, International Journal of Fatigue 106 (2018) 175–184LiuX.R.KouM.M.LuY.M.LiuY.Q.An experimental investigation on the shear mechanism of fatigue damage in rock joints under pre-peak cyclic loading condition106201817518410.1016/j.ijfatigue.2017.10.007Search in Google Scholar
Ma S., Chuan H., Zhao Z., Nie W., Zhu X., Zhang Z.: Modeling of Rock Joints Under Cyclic Loading Conditions Using Discontinuous Deformation Analysis, Rock Mech Rock Eng (2017), 50:1205–1215, DOI 10.1007/s00603-016-1158-yMaS.ChuanH.ZhaoZ.NieW.ZhuX.ZhangZ.Modeling of Rock Joints Under Cyclic Loading Conditions Using Discontinuous Deformation Analysis2017501205121510.1007/s00603-016-1158-yOpen DOISearch in Google Scholar
Ma S., He C., Zhao Z., Nie W. Zhu X., Zhang Z.: Modeling of Rock Joints Under Cyclic Loading Conditions Using Discontinuous Deformation Analysis, Rock Mech Rock Eng. (2017), 50:1205–1215, DOI 10.1007/s00603-016-1158-yMaS.HeC.ZhaoZ.NieW.ZhuX.ZhangZ.Modeling of Rock Joints Under Cyclic Loading Conditions Using Discontinuous Deformation Analysis2017501205121510.1007/s00603-016-1158-yOpen DOISearch in Google Scholar
Maciejewski and Mróz Z.: Deformation response of geomaterial interfaces coupled with progressive damage and wear, 37th Solid Mechanics Conference SolMech 2010, Book of Abstracts, 2010.MaciejewskiMrózZ.37th Solid Mechanics Conference SolMech 2010Book of Abstracts,2010Search in Google Scholar
Maciejewski J., Jarzębowski A.: Application of kinematically admissible solutions to passive earth pressure problems, International Journal of Geomechanics, 2004, vol. 4 (2), 127–136MaciejewskiJ.JarzębowskiA.Application of kinematically admissible solutions to passive earth pressure problems20044212713610.1061/(ASCE)1532-3641(2004)4:2(127)Search in Google Scholar
Maciejewski J.: Analiza stanów pokrytycznych w procesach urabiania gruntów, rozprawa doktorska, IPPT PAN, Warszawa 1996MaciejewskiJ.IPPT PANWarszawa1996Search in Google Scholar
Mirzaghorbanali A., Nemcik J., Aziz N.: Effects of Cyclic Loading on the Shear Behaviour of Infilled Rock Joints Under Constant Normal Stiffness Conditions, Rock Mech Rock Eng. (2014) 47:1373–1391MirzaghorbanaliA.NemcikJ.AzizN.Effects of Cyclic Loading on the Shear Behaviour of Infilled Rock Joints Under Constant Normal Stiffness Conditions2014471373139110.1007/s00603-013-0452-1Search in Google Scholar
Mróz Z., Maciejewski J.: Post-critical response of soils and shear band evolution, Proc. 3rd Int. Workshop On localization and Bifurcation Theory for Soils and Rocks, Grenoble (Aussois), France, 19–32, 1994MrózZ.MaciejewskiJ.Proc. 3rd Int. Workshop On localization and Bifurcation Theory for Soils and Rocks, Grenoble (Aussois)France19321994Search in Google Scholar
Mróz Z., Norris V.A., Zienkiewicz O.C.: An anisotropic hardening model for soils and its application to cyclic loading, Int. J. for Numerical and Analytical Meth. in Geomech. (1978) 2:203–221MrózZ.NorrisV.A.ZienkiewiczO.C.An anisotropic hardening model for soils and its application to cyclic loading1978220322110.1002/nag.1610020303Search in Google Scholar
Mróz Z., Pietruszczak S.: A constitutive model for sand with anisotropic hardening rule, Int. J. for Numerical and Analytical Meth. in Geomech. (1983) 7:305–320MrózZ.PietruszczakS.A constitutive model for sand with anisotropic hardening rule1983730532010.1002/nag.1610070304Search in Google Scholar
Niktabar S.M.M., Rao S.K., Shrivastava A.K.: Effect of rock joint roughness on its cyclic shear behavior, Journal of Rock Mechanics and Geotechnical Engineering, 9 (2017), 1071–1084NiktabarS.M.M.RaoS.K.ShrivastavaA.K.Effect of rock joint roughness on its cyclic shear behavior920171071108410.1016/j.jrmge.2017.09.001Search in Google Scholar
Nova R.: A constitutive model for soils under monotonic and cyclic loadings, Soil Mechanics-Transient Cyclic Loads, Eds. Pande G.N. and Zienkiewicz O.C., John Wiley & Sons Inc., 343–373NovaR.A constitutive model for soils under monotonic and cyclic loadingsEds.PandeG.N.ZienkiewiczO.C.John Wiley & Sons Inc.343373Search in Google Scholar
Oda M.: A mechanical and statistical model of granular material, Soils and Foundations (1974), 14, 1:13–27OdaM.A mechanical and statistical model of granular material1974141132710.3208/sandf1972.14.13Search in Google Scholar
Park JW., Song JJ.: Numerical simulation of a direct shear test on a rock joint using a bonded-particle model, International Journal of Rock Mechanics & Mining Sciences 46 (2009), 1315–1328ParkJW.SongJJ.Numerical simulation of a direct shear test on a rock joint using a bonded-particle model4620091315132810.1016/j.ijrmms.2009.03.007Search in Google Scholar
Roscoe K.H., Burland J.B.: On the generalized stress-strain behavior of ‘wet’ clay, Engineering Plasticity, Eds. Heyman and Leckie F.A., Cambridge Univ. Press, Cambridge, 535–608RoscoeK.H.BurlandJ.B.On the generalized stress-strain behavior of ‘wet’ clayEds.HeymanLeckieF.A.Cambridge Univ. PressCambridge535608Search in Google Scholar
Stupkiewicz S., Mróz Z.: Modelling of friction and dilatancy effects at brittle interfaces for monotonic and cyclic loading, Journ. Theoret. Appl. Mech., 39 (2001), 707–739StupkiewiczS.MrózZ.Modelling of friction and dilatancy effects at brittle interfaces for monotonic and cyclic loading392001707739Search in Google Scholar
Tang Z., Liu Q., Xia C., Song Y., Huang J., Wang C.: Mechanical model for predicting closure behavior of rock joints under normal stress. Rock Mech Rock Eng (2014), 47:2287–2298TangZ.LiuQ.XiaC.SongY.HuangJ.WangC.Mechanical model for predicting closure behavior of rock joints under normal stress2014472287229810.1007/s00603-013-0499-zSearch in Google Scholar
Xia C, Tang Z, Xiao W, Song Y.: New peak shear strength criterion of rock joints based on quantified surface, Rock Mech. Rock Eng. (2014) 47 :387–400, doi:10.1007/s00603-013-0395-6XiaCTangZXiaoWSongY.New peak shear strength criterion of rock joints based on quantified surface20144738740010.1007/s00603-013-0395-6Open DOISearch in Google Scholar
Zhang Q., Wu C., Fei X., Jang B.A., Liu D.: Time-dependent behavior of rock joints considering asperity degradation, Journal of Structural Geology 121 (2019), 1–9ZhangQ.WuC.FeiX.JangB.A.LiuD.Time-dependent behavior of rock joints considering asperity degradation12120191910.1016/j.jsg.2019.01.004Search in Google Scholar
Zheng B., Qi S.: A new index to describe joint roughness coefficient (JRC) under cyclic shear, Engineering Geology, 212 (2016), 72–85ZhengB.QiS.A new index to describe joint roughness coefficient (JRC) under cyclic shear2122016728510.1016/j.enggeo.2016.07.017Search in Google Scholar