Study on calculation of rock joint JRC value based on forward and #br#
reverse direct shear tests
XIAO Weimin1,2,LIU Weichao1,2,ZHU Zhanyuan1,2
(1. School of Civil Engineering,Sichuan Agricultural University,Dujiangyan,Sichuan 611830,China;2. Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction,Dujiangyan,Sichuan 611830,China)
Abstract:JRC is a key parameter to predict the shear strength of rock joint by using Barton?s JRC-JCS model. Although there are massive researches on methods for calculating JRC of a rock joint profile,few researches had been reported on the calculation of rock joint JRC value by considering shear direction. Herein,based on the 2D coordinate data of Barton?s ten standard profiles derived from fine digitization process,firstly the root mean square of the first derivative of the profile was calculated by consideration of shear direction. Meanwhile,forward and reverses direct shear tests were performed on artificial rock joint specimens which were of the same topography of Barton?s standard profiles. Then non-linear regression analyses were performed between JRC and which were respectively derived from back-calculation of forward and reverses direct shear test results and 2D coordinate data of standard profiles,from which empirical logarithmic and exponential expressions were obtained for determining the JRC value of rock joint profile considering shear direction. Furthermore,the predictions of JRC values derived from the above-mentioned empirical logarithmic and exponential expressions were compared with these back-calculated from forward and reverses direct shear tests. From the comparisons,it showed that the empirical exponential expression was more suitable for calculating the JRC of rock joint profile in forward direct shear tests,while the empirical logarithmic expression was more suitable for reverse direct shear tests condition.
肖维民1,2,刘伟超1,2,朱占元1,2. 基于正反向直剪试验的岩石节理JRC值计算研究[J]. 岩石力学与工程学报, 2021, 40(S2): 3098-3106.
XIAO Weimin1,2,LIU Weichao1,2,ZHU Zhanyuan1,2. Study on calculation of rock joint JRC value based on forward and #br#
reverse direct shear tests. , 2021, 40(S2): 3098-3106.
[1] 夏才初. 工程岩体节理力学[M]. 上海:同济大学出版社,2002:1–3.(XIA Caichu. Joint mechanics of engineering rock mass[M]. Shanghai:Tongji University Press,2002:1–3.(in Chinese))
[2] International Society for Rock Mechanics Commission on Standardization of Laboratory and Field Tests. Suggested methods for the quantitative description of discontinuities in rock masses[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1978,15(6):319–368.
[3] BARTON N. Review of a new shear-strength criterion for rock joints[J]. Engineering Geology,1973,7(4):287–332.
[4] BARTON N,CHOUBEY V. The shear strength of rock joints in theory and practice[J]. Rock Mechanics,1977,10(1/2):1–54.
[5] BEER A J,STEAD D,COGGAN J S. Estimation of the joint roughness coefficient(JRC) by visual comparison[J]. Rock Mechanics and Rock Engineering,2002,35(1):65–74.
[6] TSE R,CRUDEN D M. Estimating joint roughness coefficients[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1979,16(5):303–307.
[7] YANG Z Y,LO S C,DI C C. Reassessing the joint roughness coefficient(JRC) estimation using [J]. Rock Mechanics and Rock Engineering,2001,34(3):243–251.
[8] ZHANG G,KARAKUS M,TANG H,et al. A new method estimating the 2D joint roughness coefficient for discontinuity surfaces in rock masses[J]. International Journal of Rock Mechanics and Mining Sciences,2014,72:191–198.
[9] TATONE B. S. A,GRASSELLI G. A new 2D discontinuity roughness parameter and its correlation with JRC[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(8):1 391–1 400.
[10] LEE Y H,CART J R,BARR D J,et al.The fractal dimension as a measure of the roughness of rock discontinuity profiles[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1990,27(6):453–464.
[11] 谢和平,PARISEAU W G. 岩石节理粗糙系数(JRC)的分形估计[J]. 中国科学:B辑,1994,24(5):524–530.(XIE Heping,PARISEAU W G. Fractal method for estimating rock joint roughness coefficient(JRC)[J]. Science in China:Series B,1994,24(5):524–530.(in Chinese))
[12] SEIDEL J P,HABERFIELD C M. Towards and understanding of joint roughness[J]. Rock Mechanics and Rock Engineering,1995,28(2):69–92.
[13] FICKER T. Fractal properties of joint roughness coefficients[J]. International Journal of Rock Mechanics and Mining Sciences,2017,94:27–31.
[14] GRASSELLI G,WIRTH J,EGGER P. Quantitative three-dimensional description of a rough surface and parameter evolution with shearing[J]. International Journal of Rock Mechanics and Mining Sciences,2002,39(9):789–800.
[15] TATONE B S A,GRASSELLI G.. A method to evaluate the three- dimensional roughness of fracture surfaces in brittle geomaterials[J]. Review of Scientific Instruments,2009,80:125 110.
[16] 葛云峰,唐辉明,黄 磊,等. 岩体结构面三维粗糙度系数表征新方法[J]. 岩石力学与工程学报,2012,31(12):2 508–2 515.(GE Yunfeng,TANG Huiming,HUANG Lei,et al. A new representation method for three-dimensional joint roughness coefficient of rock mass discontinuities[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(12):2 508–2 515.(in Chinese))
[17] 孙辅庭,佘成学,万利台. 新的岩石节理粗糙度指标研究[J]. 岩石力学与工程学报,2013,32(12):2 513–2 519.(SUN Futing,SHE Chengxue,WAN Litai. Research on a new roughness index of rock joint[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(12):2 513–2 519.(in Chinese))
[18] 李 化,张正虎,邓建辉,等. 岩石节理三维表面形貌精细描述与粗糙度定量确定方法的研究[J]. 岩石力学与工程学报,2017,36(增2):4 066–4 074.(LI Hua,ZHANG Zhenghu,DENG Jianhui,et al. Precise description of rock joints 3D superficial morphology and the quantitative determination of 3D joint roughness coefficient[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(Supp.2):4 066–4 074.(in Chinese))
[19] 李 锐,肖维民. 基于Barton标准剖面线精细数字化处理的岩石节理JRC计算新公式研究[J]. 岩石力学与工程学报,2018,37(增1):3 515–3 522.(LI Rui,XIAO Weimin. Study on a new equation for calculating JRC based on fine digitization of standard profiles proposed by Barton[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(Supp.1):3 515–3 522.(in Chinese))
[20] LEE Y H,CARR J R,BARR D J,et al. The fractal dimension as a measure of the roughness of rock discontinuity profiles[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1990,27(6):453–464.
[21] YANG Z Y,LO S C. An index for describing the anisotropy of joint surfaces[J]. International Journal of Rock Mechanics and Mining Sciences,1997,34(6):1 031–1 044.
[22] YANG Z Y,CHEN G L. Application of the self-affinity concept to the scale effect of joint roughness[J]. Rock Mechanics and Rock Engineering,1999,32(3):221–229.
[23] BARTON N. Review of a new shear-strength criterion for rock joints[J]. Engineering Geology,1973,7(4):287–332.
[24] JANG H,KANG S,JANG B. Determination of Joint Roughness Coefficients using roughness parameters[J]. Rock Mechanics and Rock Engineering,2014,47(6):2 061–2 073.