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Erschienen in: Rock Mechanics and Rock Engineering 5/2010

01.09.2010 | Original Paper

Experimental Validation of Modified Barton’s Model for Rock Fractures

verfasst von: Pooyan Asadollahi, Marco C. A. Invernizzi, Simone Addotto, Fulvio Tonon

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2010

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Abstract

Among the constitutive models for rock fractures developed over the years, Barton’s empirical model has been widely used. Although Barton’s failure criterion predicts peak shear strength of rock fractures with acceptable precision, it has some limitations in estimating the peak shear displacement, post-peak shear strength, dilation, and surface degradation. The first author modified Barton’s original model in order to address these limitations. In this study, the modified Barton’s model (the peak shear displacement, the shear stress–displacement curve, and the dilation displacement) is validated by conducting a series of direct shear tests.

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Literatur
Zurück zum Zitat Amadei B, Saeb S (1990) Constitutive models of rock joints. International symposium on rock joints. A.A. Balkema, Leon Amadei B, Saeb S (1990) Constitutive models of rock joints. International symposium on rock joints. A.A. Balkema, Leon
Zurück zum Zitat Asadollahi P (2004) Modeling Rockbolts and Shotcrete in tunnels excavated through jointed rock and comparison with an empirical method, MSc Thesis. University of Tehran, Tehran Asadollahi P (2004) Modeling Rockbolts and Shotcrete in tunnels excavated through jointed rock and comparison with an empirical method, MSc Thesis. University of Tehran, Tehran
Zurück zum Zitat Asadollahi P (2009) Stability analysis of a single three dimensional rock block: effect of dilatancy and high-velocity water jet impact, PhD dissertation. University of Texas, Austin Asadollahi P (2009) Stability analysis of a single three dimensional rock block: effect of dilatancy and high-velocity water jet impact, PhD dissertation. University of Texas, Austin
Zurück zum Zitat Bandis SC, Lumsden AC, Barton NR (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr 20(6):249–268CrossRef Bandis SC, Lumsden AC, Barton NR (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr 20(6):249–268CrossRef
Zurück zum Zitat Barton N (1971) Estimation of in situ shear strength from back analysis of failed rock slopes. Int Symp Rock Mech Rock Fracture, Paper II-27, Nancy Barton N (1971) Estimation of in situ shear strength from back analysis of failed rock slopes. Int Symp Rock Mech Rock Fracture, Paper II-27, Nancy
Zurück zum Zitat Barton N (1972) A model study of rock joint deformation. Int J Rock Mech Min Sci 9:570–602 Barton N (1972) A model study of rock joint deformation. Int J Rock Mech Min Sci 9:570–602
Zurück zum Zitat Barton N (1973) Review of a new shear strength criterion for rock joints. Eng Geol 7:287–332CrossRef Barton N (1973) Review of a new shear strength criterion for rock joints. Eng Geol 7:287–332CrossRef
Zurück zum Zitat Barton N (1976) Rock mechanics review: the shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abstr 13:255–279CrossRef Barton N (1976) Rock mechanics review: the shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abstr 13:255–279CrossRef
Zurück zum Zitat Barton N (1982) Modelling rock joint behavior from in situ block tests: implications for nuclear waste repository design. Office of Nuclear Waste Isolation, Columbus, OH, 96 p, ONWI-308, September 1982 Barton N (1982) Modelling rock joint behavior from in situ block tests: implications for nuclear waste repository design. Office of Nuclear Waste Isolation, Columbus, OH, 96 p, ONWI-308, September 1982
Zurück zum Zitat Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10:1–54CrossRef Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10:1–54CrossRef
Zurück zum Zitat Boulon M (1995) A 3D direct shear device fortesting the mechanical behaviour and the hydraulic conductivity of rock joints. In Rossmanith HP (ed) Proceedings of mechanics of jointed and faulted rock, p 407–413 Boulon M (1995) A 3D direct shear device fortesting the mechanical behaviour and the hydraulic conductivity of rock joints. In Rossmanith HP (ed) Proceedings of mechanics of jointed and faulted rock, p 407–413
Zurück zum Zitat Brady BHG, Brown ET (2004) Rock mechanics for underground mining. Kluwer, The Netherlands Brady BHG, Brown ET (2004) Rock mechanics for underground mining. Kluwer, The Netherlands
Zurück zum Zitat Desai CS, Fishman KL (1991) Plasticity-based constitutive model with associated testing for joints. Int J Rock Mech Min Sci Geomech Abstr 28(1):15–26CrossRef Desai CS, Fishman KL (1991) Plasticity-based constitutive model with associated testing for joints. Int J Rock Mech Min Sci Geomech Abstr 28(1):15–26CrossRef
Zurück zum Zitat Fox DJ, Kana DD, Hsiung SM (1998) Influence of interface roughness on dynamic shear behavior in jointed rock. Int J Rock Mech Min Sci 35(7):923–940CrossRef Fox DJ, Kana DD, Hsiung SM (1998) Influence of interface roughness on dynamic shear behavior in jointed rock. Int J Rock Mech Min Sci 35(7):923–940CrossRef
Zurück zum Zitat Gens A, Carol I, Alonso EE (1990) A constitutive model for rock joints, formulation and numerical implementation. Comput Geotech 9:3–20CrossRef Gens A, Carol I, Alonso EE (1990) A constitutive model for rock joints, formulation and numerical implementation. Comput Geotech 9:3–20CrossRef
Zurück zum Zitat Goodman RE (1976) Methods of geological engineering in discontinuous rock. West, New York Goodman RE (1976) Methods of geological engineering in discontinuous rock. West, New York
Zurück zum Zitat Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional parameters. Int J Rock Mech Min Sci 40:25–40CrossRef Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional parameters. Int J Rock Mech Min Sci 40:25–40CrossRef
Zurück zum Zitat Homand F, Lefevre F, Belem T, Souley M (1999) Rock joints behaviour under cyclic direct shear tests. In: Amadei K, Smealie Scott (eds) Rock mechanics for industry. Balkema, Rotterdam, pp 399–406 Homand F, Lefevre F, Belem T, Souley M (1999) Rock joints behaviour under cyclic direct shear tests. In: Amadei K, Smealie Scott (eds) Rock mechanics for industry. Balkema, Rotterdam, pp 399–406
Zurück zum Zitat Homand F, Belem T, Souley M (2001) Friction and degradation of rock joint surfaces under shear loads. Int J Num Anal Meth Geom 25:973–999CrossRef Homand F, Belem T, Souley M (2001) Friction and degradation of rock joint surfaces under shear loads. Int J Num Anal Meth Geom 25:973–999CrossRef
Zurück zum Zitat Huang X, Haimson BC, Plesha ME, OIU X (1993) An investigation of the mechanics of rock joints-Part I: laboratory investigation. Int J Rock Mech Min Sci Geomech Abstr 30(3):257–269CrossRef Huang X, Haimson BC, Plesha ME, OIU X (1993) An investigation of the mechanics of rock joints-Part I: laboratory investigation. Int J Rock Mech Min Sci Geomech Abstr 30(3):257–269CrossRef
Zurück zum Zitat Hutson RW (1987) Preparation of duplicate rock joints and their changing dilatancy under cyclic shear. Northwestern University, Evanston Hutson RW (1987) Preparation of duplicate rock joints and their changing dilatancy under cyclic shear. Northwestern University, Evanston
Zurück zum Zitat Hutson RW, Dowding CH (1990) Joint asperity degradation during cyclic shear. Int J Rock Mech Min Sci Geomech Abstr 27(2):109–119CrossRef Hutson RW, Dowding CH (1990) Joint asperity degradation during cyclic shear. Int J Rock Mech Min Sci Geomech Abstr 27(2):109–119CrossRef
Zurück zum Zitat ISRM (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 15:319–368CrossRef ISRM (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 15:319–368CrossRef
Zurück zum Zitat ISRM (1985) Suggested methods for determining point load strength. Int J Rock Mech Min Sci 22(2):51–60CrossRef ISRM (1985) Suggested methods for determining point load strength. Int J Rock Mech Min Sci 22(2):51–60CrossRef
Zurück zum Zitat Jaeger JC (1971) Friction of rocks and stability of rock slopes. Geotechnique 21:97–134CrossRef Jaeger JC (1971) Friction of rocks and stability of rock slopes. Geotechnique 21:97–134CrossRef
Zurück zum Zitat Jafari MK, Amini Hosseini K, Pellet F, Boulon M, Buzzi O (2003) Evaluation of shear strength of rock joints subjected to cyclic loading. Soil Dyn Earthq Eng 23(7):619–630CrossRef Jafari MK, Amini Hosseini K, Pellet F, Boulon M, Buzzi O (2003) Evaluation of shear strength of rock joints subjected to cyclic loading. Soil Dyn Earthq Eng 23(7):619–630CrossRef
Zurück zum Zitat Jafari MK, Pellet F, Boulon M, Amini Hosseini K (2004) Experimental study of mechanical behaviour of rock joints under cyclic loading. Rock Mech Rock Eng 37(1):3–23CrossRef Jafari MK, Pellet F, Boulon M, Amini Hosseini K (2004) Experimental study of mechanical behaviour of rock joints under cyclic loading. Rock Mech Rock Eng 37(1):3–23CrossRef
Zurück zum Zitat Jing L (1990) Numerical modeling of jointed rock masses by distinct element method for two and three-dimensional problems. Lulea University of Technology, Lulea Jing L (1990) Numerical modeling of jointed rock masses by distinct element method for two and three-dimensional problems. Lulea University of Technology, Lulea
Zurück zum Zitat Jing L, Stephansson O, Nordlund E (1993) Study of rock joints under cyclic loading conditions. Rock Mech Rock Eng 26(3):215–232CrossRef Jing L, Stephansson O, Nordlund E (1993) Study of rock joints under cyclic loading conditions. Rock Mech Rock Eng 26(3):215–232CrossRef
Zurück zum Zitat John KW (1970) Civil engineering approach to evaluate strength and deformability of regularly jointed rock. Proceedings of 11th Symposium on Rock Mechanics, p 68–82 John KW (1970) Civil engineering approach to evaluate strength and deformability of regularly jointed rock. Proceedings of 11th Symposium on Rock Mechanics, p 68–82
Zurück zum Zitat Kana DD, Fox DJ, Hsiung SM (1996) Interlock/friction model for dynamic shear response in natural jointed rock. Int J Rock Mech Min Sci Geomech Abstr 33(4):371–386CrossRef Kana DD, Fox DJ, Hsiung SM (1996) Interlock/friction model for dynamic shear response in natural jointed rock. Int J Rock Mech Min Sci Geomech Abstr 33(4):371–386CrossRef
Zurück zum Zitat Ladanyi B, Archambault G (1969) Simulation of the shear behaviour of a jointed rock mass. The 11th symposium on rock mechanics, Berkeley, p 105–125 Ladanyi B, Archambault G (1969) Simulation of the shear behaviour of a jointed rock mass. The 11th symposium on rock mechanics, Berkeley, p 105–125
Zurück zum Zitat Lee HS, Park YJ, Cho TF, You KH (2001) Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading. Int J Rock Mech Min Sci 38:967–980CrossRef Lee HS, Park YJ, Cho TF, You KH (2001) Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading. Int J Rock Mech Min Sci 38:967–980CrossRef
Zurück zum Zitat Leichnitz W (1985) Mechanical properties of rock joints. Int J Rock Mech Min Sci Geomech Abstr 22(5):313–321CrossRef Leichnitz W (1985) Mechanical properties of rock joints. Int J Rock Mech Min Sci Geomech Abstr 22(5):313–321CrossRef
Zurück zum Zitat Miller RP (1965) Engineering classification and index properties for intact rock. PhD Thesis, University of Illinois Miller RP (1965) Engineering classification and index properties for intact rock. PhD Thesis, University of Illinois
Zurück zum Zitat Olsson R, Barton N (2001) An improved model for hydromechanical coupling during shearing of rock joints. Int J Rock Mech Min Sci 38:317–329CrossRef Olsson R, Barton N (2001) An improved model for hydromechanical coupling during shearing of rock joints. Int J Rock Mech Min Sci 38:317–329CrossRef
Zurück zum Zitat Patton FD (1966) Multiple modes of shear failure in rock. The 1st Congress of the International Society of Rock Mechanics, Lisbon, p 509–513 Patton FD (1966) Multiple modes of shear failure in rock. The 1st Congress of the International Society of Rock Mechanics, Lisbon, p 509–513
Zurück zum Zitat Plesha ME (1987) Constitutive models for rock discontinuities with dilatancy and surface degradation. Int J Num Anal Methods Geomech 11:345–362CrossRef Plesha ME (1987) Constitutive models for rock discontinuities with dilatancy and surface degradation. Int J Num Anal Methods Geomech 11:345–362CrossRef
Zurück zum Zitat Qiu X, Plesha ME, Huang X, Haimson BC (1993) An investigation of the mechanics of rock joints-part II: analytical investigation. Int J Rock Mech Min Sci Geomech Abstr 30(3):271–287CrossRef Qiu X, Plesha ME, Huang X, Haimson BC (1993) An investigation of the mechanics of rock joints-part II: analytical investigation. Int J Rock Mech Min Sci Geomech Abstr 30(3):271–287CrossRef
Zurück zum Zitat Saeb S (1990) A variance on Ladanyi and Archambault’s shear strength criterion. In: Barton S (ed) Rock joints. Balkema, Rotterdam, pp 701–705 Saeb S (1990) A variance on Ladanyi and Archambault’s shear strength criterion. In: Barton S (ed) Rock joints. Balkema, Rotterdam, pp 701–705
Zurück zum Zitat Samadhiya NK, Viladkar MN, Al-Obaydi MA (2008) Three-dimensional joint/interface element for rough undulating major discontinuities in rock masses. Int J Geom 8(6):327–335CrossRef Samadhiya NK, Viladkar MN, Al-Obaydi MA (2008) Three-dimensional joint/interface element for rough undulating major discontinuities in rock masses. Int J Geom 8(6):327–335CrossRef
Zurück zum Zitat Wang JG, Ichikawa Y, Leung CF (2003) A constitutive model for rock interfaces and joints. Int J Rock Mech Min Sci 40:41–53CrossRef Wang JG, Ichikawa Y, Leung CF (2003) A constitutive model for rock interfaces and joints. Int J Rock Mech Min Sci 40:41–53CrossRef
Zurück zum Zitat Wibowo J (1994) Effect of boundary conditions and surface damage on the shear behavior of rock joints: tests and analytical predictions. University of Colorado at Boulder, Boulder Wibowo J (1994) Effect of boundary conditions and surface damage on the shear behavior of rock joints: tests and analytical predictions. University of Colorado at Boulder, Boulder
Zurück zum Zitat Wibowo J, Amadei B, Sture S, Price RH (1993) Effect of boundary conditions on the strength and deformability of replicas of natural fractures in welded tuff: data report. Sandia National Laboratories, Albuquerque, New Mexico Wibowo J, Amadei B, Sture S, Price RH (1993) Effect of boundary conditions on the strength and deformability of replicas of natural fractures in welded tuff: data report. Sandia National Laboratories, Albuquerque, New Mexico
Zurück zum Zitat Zubelewicz A, O’Connor K, Dowding CH, Belytschko T, Plesha ME (1987) A constitutive model for cyclic behavior of dilatant rock joints. 2nd international conference on constitutive laws for engineering materials, pp 1137–1144 Zubelewicz A, O’Connor K, Dowding CH, Belytschko T, Plesha ME (1987) A constitutive model for cyclic behavior of dilatant rock joints. 2nd international conference on constitutive laws for engineering materials, pp 1137–1144
Metadaten
Titel
Experimental Validation of Modified Barton’s Model for Rock Fractures
verfasst von
Pooyan Asadollahi
Marco C. A. Invernizzi
Simone Addotto
Fulvio Tonon
Publikationsdatum
01.09.2010
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 5/2010
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-010-0085-6

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