Roughness Evaluation for Distinguishing Fresh and Sheared Rock Joint Surfaces with Different Sampling Intervals
Publication: International Journal of Geomechanics
Volume 21, Issue 12
Abstract
The subtle alteration of surface geometry from a fresh surface to a sheared surface usually results in a considerable variation in the shear strength of jointed rock mass. Through profiling surfaces of the granite joints before and after the shear tests, an evaluation scheme was newly proposed by determining a desirable characteristic index and sampling interval of surface measurement in order to distinguish fresh and sheared joint surfaces quantitatively. The measured data demonstrated that although the mean Z2 (root-mean square first derivation) values of all the profile lines were confirmed reasonable for estimating the joint roughness coefficient (JRC) value of the fresh joint surface, it could not completely evaluate the roughness of the sheared joint surfaces. Meanwhile, the distribution of slope angles, as the characteristic parameter, was proved to enable to clearly distinguish the fresh and sheared rock joint surfaces incorporating the small sampling scales (≤0.1 mm). The numerical simulations implemented in a mechanical shear model could confirm the critical effect of a slight change in surface geometry and further prove that the sampling interval of 0.1 mm could sufficiently capture the evolved waviness and unevenness of rock joint surfaces. Overall, it was confirmed that the results of our study provide new clues for evaluating the surface roughness of fresh and sheared rock joints and can be beneficial for understanding the variation of surface geometry during the shear process.
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Acknowledgments
The first author was financially supported by the Japanese Government (MEXT) Scholarship and the Chinese Scholarship Council.
References
Asadollahi, P., and F. Tonon. 2010. “Constitutive model for rock fractures: Revisiting Barton’s empirical model.” Eng. Geol. 113 (1–4): 11–32. https://doi.org/10.1016/j.enggeo.2010.01.007.
Barton, N. 1973. “Review of a new shear-strength criterion for rock joints.” Eng. Geol. 7 (4): 287–332. https://doi.org/10.1016/0013-7952(73)90013-6.
Barton, N. 1976. “The shear strength of rock and rock joints.” Int. J. Rock Mech. Min. Sci. 13 (9): 255–279. https://doi.org/10.1016/0148-9062(76)90003-6.
Barton, N., and V. Choubey. 1977. “The shear strength of rock joints in theory and practice.” Rock Mech. 10 (1–2): 1–54. https://doi.org/10.1007/BF01261801.
Belem, T., F. Homand-Etienne, and M. Souley. 2000. “Quantitative parameters for rock joint surface roughness.” Rock Mech. Rock Eng. 33 (4): 217–242. https://doi.org/10.1007/s006030070001.
Belem, T., M. Souley, and F. Homand. 2009. “Method for quantification of wear of sheared joint walls based on surface morphology.” Rock Mech. Rock Eng. 42 (6): 883–910. https://doi.org/10.1007/s00603-008-0023-z.
Byerlee, J. D. 1978. “Friction of rocks.” Pure Appl. Geophys. 116 (4–5): 615–626. https://doi.org/10.1007/BF00876528.
Ge, Y., H. Tang, M. A. M. E. Eldin, L. Wang, Q. Wu, and C. Xiong. 2017. “Evolution process of natural rock joint roughness during direct shear tests.” Int. J. Geomech. 17 (5): E4016013. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000694.
Gentier, S., J. Riss, G. Archambault, R. Flamand, and D. Hopkins. 2000. “Influence of fracture geometry on shear behavior.” Int. J. Rock Mech. Min. Sci. 37 (1–2): 161–174. https://doi.org/10.1016/S1365-1609(99)00096-9.
Grasselli, G. 2006. “Manuel rocha medal recipient shear strength of rock joints based on quantified surface description.” Rock Mech. Rock Eng. 39: 295. https://doi.org/10.1007/s00603-006-0100-0.
Grasselli, G., and P. Egger. 2003. “Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters.” Int. J. Rock Mech. Min. Sci. 40 (1): 25–40. https://doi.org/10.1016/S1365-1609(02)00101-6.
Grasselli, G., J. Wirth, and P. Egger. 2002. “Quantitative three-dimensional description of a rough surface and parameter evolution with shearing.” Int. J. Rock Mech. Min. Sci. 39 (6): 789–800. https://doi.org/10.1016/S1365-1609(02)00070-9.
Hong, E. S., T. H. Kwon, K. I. Song, and G. C. Cho. 2016. “Observation of the degradation characteristics and scale of unevenness on three-dimensional artificial rock joint surfaces subjected to shear.” Rock Mech. Rock Eng. 49 (1): 3–17. https://doi.org/10.1007/s00603-015-0725-y.
ISRM (International Society for Rock Mechanics). 1985. “Suggested methods for the quantitative description of discontinuities in rock masses.” Int. J. Rock Mech. Min. Sci. 15 (6): 319–368. https://doi.org/10.1016/0148-9062(79)91476-1.
Jang, H. S., S. S. Kang, and B. A. Jang. 2014. “Determination of joint roughness coefficients using roughness parameters.” Rock Mech. Rock Eng. 47 (6): 2061–2073. https://doi.org/10.1007/s00603-013-0535-z.
Jiang, Q., L. Song, F. Yan, C. Liu, B. Yang, and J. Xiong. 2020. “Experimental investigation of anisotropic wear damage for natural joints under direct shearing test.” Int. J. Geomech. 20 (4): 1–18. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001617.
Kishida, K., Y. Kawaguchi, S. Nakashima, and H. Yasuhara. 2011. “Estimation of shear strength recovery and permeability of single rock fractures in shear-hold-shear type direct shear tests.” Int. J. Rock Mech. Min. Sci. 48 (5): 782–793. https://doi.org/10.1016/j.ijrmms.2011.04.002.
Kishida, K., and Y. Sakurai. 2007. “Improvement of the mechanical shear model for rock joints considering the bearing effect.” Soils Found. 47 (3): 613–628. https://doi.org/10.3208/sandf.47.613.
Kishida, K., and K. Tsuno. 2001. “The modeling of the shear behavior of rock joints in consideration of the material friction and the joint surface roughness.” [In Japanese.] J. Geotech. Eng. JSCE 680 (III-55), 245–261.
Kulatilake, P., G. Shou, T. Huang, and R. Morgan. 1995. “New peak shear strength criteria for anisotropic rock joints.” Int. J. Rock Mech. Min. Sci. 32 (7): 673–697. https://doi.org/10.1016/0148-9062(95)00022-9.
Lee, H. S., Y. J. Park, T. F. Cho, and K. H. You. 2001. “Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading.” Int. J. Rock Mech. Min. Sci. 38 (7): 967–980. https://doi.org/10.1016/S1365-1609(01)00060-0.
Li, Y., and Y. Zhang. 2015. “Quantitative estimation of joint roughness coefficient using statistical parameters.” Int. J. Rock Mech. Min. Sci. 77: 27–35. https://doi.org/10.1016/j.ijrmms.2015.03.016.
Liu, X. G., W. C. Zhu, Q. L. Yu, S. J. Chen, and R. F. Li. 2017. “Estimation of the joint roughness coefficient of rock joints by consideration of two-order asperity and its application in double-joint shear tests.” Eng. Geol. 220: 243–255. https://doi.org/10.1016/j.enggeo.2017.02.012.
Mo, P., and Y. Li. 2019. “Estimating the three-dimensional joint roughness coefficient value of rock fractures.” Bull. Eng. Geol. Environ. 78 (2): 857–866. https://doi.org/10.1007/s10064-017-1150-0.
Myers, N. 1962. “Characterisation of surface roughness.” Wear 5 (3): 182–189. https://doi.org/10.1016/0043-1648(62)90002-9.
Myshkin, N. K., M. I. Petrokovets, and S. A. Chizhik. 1998. “Simulation of real contact in tribology.” Tribol. Int. 31 (1–3): 79–86. https://doi.org/10.1016/S0301-679X(98)00010-3.
Park, J. W., Y. K. Lee, J. J. Song, and B. H. Choi. 2013. “A constitutive model for shear behavior of rock joints based on three-dimensional quantification of joint roughness.” Rock Mech. Rock Eng. 46 (6): 1513–1537. https://doi.org/10.1007/s00603-012-0365-4.
Plesha, M. E. 1987. “Constitutive models for rock discontinuities with dilatancy and surface degradation.” Int. J. Numer. Anal. Methods Geomech. 11 (4): 345–362. https://doi.org/10.1002/nag.1610110404.
Reeves, M. J. 1985. “Rock surface roughness and frictional strength.” Int. J. Rock Mech. Min. Sci. 22 (6): 429–442. https://doi.org/10.1016/0148-9062(85)90007-5.
Renaud, S., T. Saichi, N. Bouaanani, B. Miquel, M. Quirion, and P. Rivard. 2019. “Roughness effects on the shear strength of concrete and rock joints in dams based on experimental data.” Rock Mech. Rock Eng. 52 (10): 3867–3888. https://doi.org/10.1007/s00603-019-01803-x.
Sharifzadeh, M., Y. Mitani, and T. Esaki. 2008. “Rock joint surfaces measurement and analysis of aperture distribution under different normal and shear loading using GIS.” Rock Mech. Rock Eng. 41 (2): 299–323. https://doi.org/10.1007/s00603-006-0115-6.
Tatone, B. S. A., and G. Grasselli. 2010. “A new 2D discontinuity roughness parameter and its correlation with JRC.” Int. J. Rock Mech. Min. Sci. 47 (8): 1391–1400. https://doi.org/10.1016/j.ijrmms.2010.06.006.
Tatone, B. S. A., and G. Grasselli. 2013. “An investigation of discontinuity roughness scale dependency using high-resolution surface measurements.” Rock Mech. Rock Eng. 46 (4): 657–681. https://doi.org/10.1007/s00603-012-0294-2.
Tse, R., and D. M. Cruden. 1979. “Estimating joint roughness coefficients.” Int. J. Rock Mech. Min. Sci. 16 (5): 303–307. https://doi.org/10.1016/0148-9062(79)90241-9.
Wang, C., L. Wang, and M. Karakus. 2019. “A new spectral analysis method for determining the joint roughness coefficient of rock joints.” Int. J. Rock Mech. Min. Sci. 113: 72–82. https://doi.org/10.1016/j.ijrmms.2018.11.009.
Xia, C. C., Z. C. Tang, W. M. Xiao, and Y. L. Song. 2014. “New peak shear strength criterion of rock joints based on quantified surface description.” Rock Mech. Rock Eng. 47 (2): 387–400. https://doi.org/10.1007/s00603-013-0395-6.
Yang, Z., A. Taghichian, and W. C. Li. 2010. “Effect of asperity order on the shear response of three-dimensional joints by focusing on damage area.” Int. J. Rock Mech. Min. Sci. 47 (6): 1012–1026. https://doi.org/10.1016/j.ijrmms.2010.05.008.
Yong, R., J. Ye, B. Li, and S. G. Du. 2018. “Determining the maximum sampling interval in rock joint roughness measurements using Fourier series.” Int. J. Rock Mech. Min. Sci. 101: 78–88. https://doi.org/10.1016/j.ijrmms.2017.11.008.
Yu, X., and B. Vayssade. 1991. “Joint profiles and their roughness parameters.” Int. J. Rock Mech. Min. Sci. 28 (4): 333–336. https://doi.org/10.1016/0148-9062(91)90598-G.
Zhang, G., M. Karakus, H. Tang, Y. Ge, and L. Zhang. 2014. “A new method estimating the 2D Joint Roughness Coefficient for discontinuity surfaces in rock masses.” Int. J. Rock Mech. Min. Sci. 72: 191–198. https://doi.org/10.1016/j.ijrmms.2014.09.009.
Zou, L., B. Li, Y. Mo, and V. Cvetkovic. 2019. “A high-resolution contact analysis of rough-walled crystalline rock.” Rock Mech. Rock Eng. 53 (5): 41–55. https://doi.org/10.1007/s00603-019-02034-w.
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Received: Sep 5, 2020
Accepted: Aug 17, 2021
Published online: Sep 29, 2021
Published in print: Dec 1, 2021
Discussion open until: Mar 1, 2022
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