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Erschienen in: Bulletin of Engineering Geology and the Environment 4/2020

19.12.2019 | Original Paper

An enhanced index for evaluating natural joint roughness considering multiple morphological factors affecting the shear behavior

verfasst von: Leibo Song, Quan Jiang, Li-fu Li, Chang Liu, Xiao-pei Liu, Jun Xiong

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 4/2020

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Abstract

Accurate description of joint morphology is a key issue for understanding natural joint’s shear behavior and estimating its shear strength. Five sets of joint specimens with different morphological characteristics are shearing tested under different normal loads. These test results reveal that three factors, i.e., inclination angle, asperity height, and morphology of the joint back slope along the shear direction, significantly affect shear behavior. Considering the affecting mechanism of these three factors on joint’s shear behavior, a new index, named shear roughness coefficient (SRC), is proposed to accurately estimate the shear strength of rock joints. With the help of this new index, the classical JRC-JCS shear strength model can be extended from 2D to 3D surface of natural joint, which can improve estimation accuracy and reflect the shearing direction effect on joint’s shear strength.

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Literatur
Zurück zum Zitat Alameda-Hernández P, Jiménez-Perálvarez J, Palenzuela JA, El Hamdouni R, Irigaray C, Cabrerizo MA, Chacón J (2014) Improvement of the JRC calculation using different parameters obtained through a new survey method applied to rock discontinuities. Rock Mech Rock Eng 47(6):2047–2060CrossRef Alameda-Hernández P, Jiménez-Perálvarez J, Palenzuela JA, El Hamdouni R, Irigaray C, Cabrerizo MA, Chacón J (2014) Improvement of the JRC calculation using different parameters obtained through a new survey method applied to rock discontinuities. Rock Mech Rock Eng 47(6):2047–2060CrossRef
Zurück zum Zitat Bahat, D. (1991). Tectonofractography. Springer-Verlag Berlin and Heidelberg GmbH & Co. K Bahat, D. (1991). Tectonofractography. Springer-Verlag Berlin and Heidelberg GmbH & Co. K
Zurück zum Zitat Ban L, Zhu C, Qi C, Tao Z (2018) New roughness parameters for 3D roughness of rock joints. Bull Eng Geol Environ:1–13 Ban L, Zhu C, Qi C, Tao Z (2018) New roughness parameters for 3D roughness of rock joints. Bull Eng Geol Environ:1–13
Zurück zum Zitat Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332CrossRef Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332CrossRef
Zurück zum Zitat Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54CrossRef Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54CrossRef
Zurück zum Zitat Barton, N., &Quadros, E. (2014). Most rock masses are likely to be anisotropic. In ISRM conference on rock mechanics for natural resources and infrastructure-SBMR 2014. International Society for Rock Mechanics Barton, N., &Quadros, E. (2014). Most rock masses are likely to be anisotropic. In ISRM conference on rock mechanics for natural resources and infrastructure-SBMR 2014. International Society for Rock Mechanics
Zurück zum Zitat Barton N, Bandis S, Bakhtar K (1985) Strength, deformation and conductivity coupling of rock joints. Int J Rock Mech Min Sci Geomech Abstr 22(3):121–140CrossRef Barton N, Bandis S, Bakhtar K (1985) Strength, deformation and conductivity coupling of rock joints. Int J Rock Mech Min Sci Geomech Abstr 22(3):121–140CrossRef
Zurück zum Zitat Beer AJ, Stead D, Coggan JS (2002) Technical note estimation of the joint roughness coefficient (JRC) by visual comparison. Rock Mech Rock Eng 35(1):65–74CrossRef Beer AJ, Stead D, Coggan JS (2002) Technical note estimation of the joint roughness coefficient (JRC) by visual comparison. Rock Mech Rock Eng 35(1):65–74CrossRef
Zurück zum Zitat Belem T, Homand-Etienne F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33(4):217–242CrossRef Belem T, Homand-Etienne F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33(4):217–242CrossRef
Zurück zum Zitat Brown, E. T. (1981). Rock characterization testing and monitoring. Pergamon press Brown, E. T. (1981). Rock characterization testing and monitoring. Pergamon press
Zurück zum Zitat Carr, J. R., &Wardner, J. B. (1987). Rock mass classification using fractal dimension. In the 28th US symposium on rock mechanics (USRMS). American Rock Mechanics Association Carr, J. R., &Wardner, J. B. (1987). Rock mass classification using fractal dimension. In the 28th US symposium on rock mechanics (USRMS). American Rock Mechanics Association
Zurück zum Zitat El-Soudani SM (1978) Profilometric analysis of fractures. Metallography 11(3):247–336CrossRef El-Soudani SM (1978) Profilometric analysis of fractures. Metallography 11(3):247–336CrossRef
Zurück zum Zitat Ge YF, Tang HM, Huang L, Wang LQ, Sun MJ, Fan YJ (2012) A new representation method for three-dimension joint roughness coefficient of rock mass discontinuities. Chin J Rock Mech Eng 31(12):2508–2517 Ge YF, Tang HM, Huang L, Wang LQ, Sun MJ, Fan YJ (2012) A new representation method for three-dimension joint roughness coefficient of rock mass discontinuities. Chin J Rock Mech Eng 31(12):2508–2517
Zurück zum Zitat Gentier S, Riss J, Archambault G, Flamand R, Hopkins D (2000) Influence of fracture geometry on shear behavior. Int J Rock Mech Min Sci 37(1–2):161–174CrossRef Gentier S, Riss J, Archambault G, Flamand R, Hopkins D (2000) Influence of fracture geometry on shear behavior. Int J Rock Mech Min Sci 37(1–2):161–174CrossRef
Zurück zum Zitat Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRef Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRef
Zurück zum Zitat 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 Sci 39(6):789–800CrossRef 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 Sci 39(6):789–800CrossRef
Zurück zum Zitat Hong ES, Lee JS, Lee IM (2008) Underestimation of roughness in rough rock joints. Int J Numer Anal Methods Geomech 32(11):1385–1403CrossRef Hong ES, Lee JS, Lee IM (2008) Underestimation of roughness in rough rock joints. Int J Numer Anal Methods Geomech 32(11):1385–1403CrossRef
Zurück zum Zitat Jiang Q, Feng X, Gong Y, Song L, Ran S, Cui J (2016) Reverse modelling of natural rock joints using 3D scanning and 3D printing. Comput Geotech 73:210–220CrossRef Jiang Q, Feng X, Gong Y, Song L, Ran S, Cui J (2016) Reverse modelling of natural rock joints using 3D scanning and 3D printing. Comput Geotech 73:210–220CrossRef
Zurück zum Zitat Jiang Q, Su G, Feng XT et al (2019) Excavation optimization and stability analysis for large underground caverns under high geostress: a case study of the Chinese Laxiwa project. Rock Mech Rock Eng Jiang Q, Su G, Feng XT et al (2019) Excavation optimization and stability analysis for large underground caverns under high geostress: a case study of the Chinese Laxiwa project. Rock Mech Rock Eng
Zurück zum Zitat Jing L, Nordlund E, Stephansson O (1992) An experimental study on the anisotropy and stress-dependency of the strength and deformability of rock joints. Int J Rock Mech Min Sci Geomech Abstr 29(6):535–542CrossRef Jing L, Nordlund E, Stephansson O (1992) An experimental study on the anisotropy and stress-dependency of the strength and deformability of rock joints. Int J Rock Mech Min Sci Geomech Abstr 29(6):535–542CrossRef
Zurück zum Zitat Kulatilake PHSW, Shou G, Huang TH, Morgan RM (1995) New peak shear strength criteria for anisotropic rock joints. Int J Rock Mech Min Sci Geomech Abstr 32(7):673–697CrossRef Kulatilake PHSW, Shou G, Huang TH, Morgan RM (1995) New peak shear strength criteria for anisotropic rock joints. Int J Rock Mech Min Sci Geomech Abstr 32(7):673–697CrossRef
Zurück zum Zitat Kumar R, Verma AK (2016) Anisotropic shear behavior of rock joint replicas. Int J Rock Mech Min Sci 90:62–73CrossRef Kumar R, Verma AK (2016) Anisotropic shear behavior of rock joint replicas. Int J Rock Mech Min Sci 90:62–73CrossRef
Zurück zum Zitat Lee YH, Carr JR, Barr DJ, Haas CJ (1990) The fractal dimension as a measure of the roughness of rock discontinuity profiles. Int J Rock Mech Min Sci Geomech Abstr 27(6):453–464CrossRef Lee YH, Carr JR, Barr DJ, Haas CJ (1990) The fractal dimension as a measure of the roughness of rock discontinuity profiles. Int J Rock Mech Min Sci Geomech Abstr 27(6):453–464CrossRef
Zurück zum Zitat Liu H, Sterling RL (1994) A study of profile characterization for rock joints. J Rock Mech Rock Eng 27(4):189–208 Liu H, Sterling RL (1994) A study of profile characterization for rock joints. J Rock Mech Rock Eng 27(4):189–208
Zurück zum Zitat Liu Q, Tian Y, Liu D, Jiang Y (2017) Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description. Eng Geol 228:282–300CrossRef Liu Q, Tian Y, Liu D, Jiang Y (2017) Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description. Eng Geol 228:282–300CrossRef
Zurück zum Zitat Liu Q, Tian Y, Ji P, Ma H (2018) Experimental investigation of the peak shear strength criterion based on three-dimensional surface description. Rock Mech Rock Eng 51(4):1005–1025CrossRef Liu Q, Tian Y, Ji P, Ma H (2018) Experimental investigation of the peak shear strength criterion based on three-dimensional surface description. Rock Mech Rock Eng 51(4):1005–1025CrossRef
Zurück zum Zitat Maerz NH, Franklin JA, Bennett CP (1990) Joint roughness measurement using shadow profilometry. Int J Rock Mech Min Sci Geomech Abstr 27(5):329–343CrossRef Maerz NH, Franklin JA, Bennett CP (1990) Joint roughness measurement using shadow profilometry. Int J Rock Mech Min Sci Geomech Abstr 27(5):329–343CrossRef
Zurück zum Zitat Mo P, Li Y (2019) Estimating the three-dimensional joint roughness coefficient value of rock fractures. Bull Eng Geol Environ 78(2):857–866CrossRef Mo P, Li Y (2019) Estimating the three-dimensional joint roughness coefficient value of rock fractures. Bull Eng Geol Environ 78(2):857–866CrossRef
Zurück zum Zitat Özvan A, Dinçer İ, Acar A, Özvan B (2014) The effects of discontinuity surface roughness on the shear strength of weathered granite joints. Bull Eng Geol Environ 73(3):801–813CrossRef Özvan A, Dinçer İ, Acar A, Özvan B (2014) The effects of discontinuity surface roughness on the shear strength of weathered granite joints. Bull Eng Geol Environ 73(3):801–813CrossRef
Zurück zum Zitat Riss J, Gentier S, Archambault G, Flamand R (1997) Sheared rock joints: dependence of damage zones on morphological anisotropy. Int J Rock Mech Min Sci 34(3–4):258–2e1 Riss J, Gentier S, Archambault G, Flamand R (1997) Sheared rock joints: dependence of damage zones on morphological anisotropy. Int J Rock Mech Min Sci 34(3–4):258–2e1
Zurück zum Zitat Sayles RS, Thomas TR (1977) The spatial representation of surface roughness by means of the structure function: a practical alternative to correlation. Wear 42(2):263–276CrossRef Sayles RS, Thomas TR (1977) The spatial representation of surface roughness by means of the structure function: a practical alternative to correlation. Wear 42(2):263–276CrossRef
Zurück zum Zitat Shapiro SS, Wilk MB (1965) An analysis of variance test for normality (complete samples). Biometrika 52(3/4):591–611CrossRef Shapiro SS, Wilk MB (1965) An analysis of variance test for normality (complete samples). Biometrika 52(3/4):591–611CrossRef
Zurück zum Zitat Song L, Jiang Q, Shi YE, Feng XT, Li Y, Su F et al (2018) Feasibility investigation of 3D printing technology for geotechnical physical models: study of tunnels. Rock Mech Rock Eng Song L, Jiang Q, Shi YE, Feng XT, Li Y, Su F et al (2018) Feasibility investigation of 3D printing technology for geotechnical physical models: study of tunnels. Rock Mech Rock Eng
Zurück zum Zitat Tang ZC, Wong LNY (2016) New criterion for evaluating the peak shear strength of rock joints under different contact states. Rock Mech Rock Eng 49(4):1191–1199CrossRef Tang ZC, Wong LNY (2016) New criterion for evaluating the peak shear strength of rock joints under different contact states. Rock Mech Rock Eng 49(4):1191–1199CrossRef
Zurück zum Zitat Tang ZC, Liu QS, Huang JH (2014) New criterion for rock joints based on three-dimensional roughness parameters. J Cent South Univ 21(12):4653–4659CrossRef Tang ZC, Liu QS, Huang JH (2014) New criterion for rock joints based on three-dimensional roughness parameters. J Cent South Univ 21(12):4653–4659CrossRef
Zurück zum Zitat Tatone BS, Grasselli G (2009) A method to evaluate the three-dimensional roughness of fracture surfaces in brittle geomaterials. Rev Sci Instrum 80(12):1–10CrossRef Tatone BS, Grasselli G (2009) A method to evaluate the three-dimensional roughness of fracture surfaces in brittle geomaterials. Rev Sci Instrum 80(12):1–10CrossRef
Zurück zum Zitat Tatone BS, Grasselli G (2010) A new 2D discontinuity roughness parameter and its correlation with JRC. Int J Rock Mech Min Sci 47(8):1391–1400CrossRef Tatone BS, Grasselli G (2010) A new 2D discontinuity roughness parameter and its correlation with JRC. Int J Rock Mech Min Sci 47(8):1391–1400CrossRef
Zurück zum Zitat Thomas TR (1981) Characterization of surface roughness. Precis Eng 3(2):97–104CrossRef Thomas TR (1981) Characterization of surface roughness. Precis Eng 3(2):97–104CrossRef
Zurück zum Zitat Tiwari G, Latha GM (2019) Reliability analysis of jointed rock slope considering uncertainty in peak and residual strength parameters. Bull Eng Geol Environ 78(2):913–930CrossRef Tiwari G, Latha GM (2019) Reliability analysis of jointed rock slope considering uncertainty in peak and residual strength parameters. Bull Eng Geol Environ 78(2):913–930CrossRef
Zurück zum Zitat Xia CC, Tang ZC, Xiao WM, Song YL (2014) New peak shear strength criterion of rock joints based on quantified surface description. Rock Mech Rock Eng 47(2):387–400CrossRef Xia CC, Tang ZC, Xiao WM, Song YL (2014) New peak shear strength criterion of rock joints based on quantified surface description. Rock Mech Rock Eng 47(2):387–400CrossRef
Zurück zum Zitat Xie H, Wang JA, Xie WH (1997) Fractal effects of surface roughness on the mechanical behavior of rock joints. Chaos, Solitons Fractals 8(2):221–252CrossRef Xie H, Wang JA, Xie WH (1997) Fractal effects of surface roughness on the mechanical behavior of rock joints. Chaos, Solitons Fractals 8(2):221–252CrossRef
Zurück zum Zitat Yan F, Pan P, Feng XT et al (2019) A fast successive relaxation updating method for continuous-discontinuous cellular automaton method. Appl Math Model 66:156–174CrossRef Yan F, Pan P, Feng XT et al (2019) A fast successive relaxation updating method for continuous-discontinuous cellular automaton method. Appl Math Model 66:156–174CrossRef
Zurück zum Zitat Yang ZY, Chiang DY (2000) An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities. Int J Rock Mech Min Sci 37(8):1247–1259CrossRef Yang ZY, Chiang DY (2000) An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities. Int J Rock Mech Min Sci 37(8):1247–1259CrossRef
Zurück zum Zitat Yang ZY, Lo SC, Di CC (2001) Reassessing the joint roughness coefficient (JRC) estimation using Z2. Rock Mech Rock Eng 34(3):243–251CrossRef Yang ZY, Lo SC, Di CC (2001) Reassessing the joint roughness coefficient (JRC) estimation using Z2. Rock Mech Rock Eng 34(3):243–251CrossRef
Zurück zum Zitat Yang J, Rong G, Hou D, Peng J, Zhou C (2016) Experimental study on peak shear strength criterion for rock joints. Rock Mech Rock Eng 49(3):821–835CrossRef Yang J, Rong G, Hou D, Peng J, Zhou C (2016) Experimental study on peak shear strength criterion for rock joints. Rock Mech Rock Eng 49(3):821–835CrossRef
Zurück zum Zitat Yu X, Vayssade B (1991) Joint profiles and their roughness parameters. Int J Rock Mech Min Sci Geomech Abstr 28(4):333–336CrossRef Yu X, Vayssade B (1991) Joint profiles and their roughness parameters. Int J Rock Mech Min Sci Geomech Abstr 28(4):333–336CrossRef
Zurück zum Zitat Zhang X, Jiang Q, Chen N, Wei W, Feng X (2016) Laboratory investigation on shear behavior of rock joints and a new peak shear strength criterion. Rock Mech Rock Eng 49(9):3495–3512CrossRef Zhang X, Jiang Q, Chen N, Wei W, Feng X (2016) Laboratory investigation on shear behavior of rock joints and a new peak shear strength criterion. Rock Mech Rock Eng 49(9):3495–3512CrossRef
Metadaten
Titel
An enhanced index for evaluating natural joint roughness considering multiple morphological factors affecting the shear behavior
verfasst von
Leibo Song
Quan Jiang
Li-fu Li
Chang Liu
Xiao-pei Liu
Jun Xiong
Publikationsdatum
19.12.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 4/2020
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-019-01700-1

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