Shear Test of Rock Discontinuity Based on 3-D Morphologic Analysis

HU Wei, WU Ai-qing, CHEN Sheng-hong

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (9) : 91-97.

PDF(7989 KB)
PDF(7989 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (9) : 91-97. DOI: 10.11988/ckyyb.20170143
ROCK SOIL ENGINEERING

Shear Test of Rock Discontinuity Based on 3-D Morphologic Analysis

  • HU Wei1, WU Ai-qing1, CHEN Sheng-hong2
Author information +
History +

Abstract

The shear failure characteristics of rock mass discontinuities are influenced by surface morphology, normal stress and shear history. Close range photogrammetry is a quick and accurate approach to obtain the 3-D morphology of surface features. In this paper, the 3-D surface morphology of the discontinuities is analyzed before and after the multiple normal pressure repeated shear test, and the factors that affect the shear characteristics are analyzed in qualitative and semi-quantitative sense. Results reveal that 1) the influence of morphology on the shear behavior is directional, and only the asperity with the apparent inclination greater than 0 degree could resist each other in the shearing process, but the actual contact surface is quite smaller than potential resistant surface; 2) the effect of roughness on the shear behavior decreases with the increase of normal pressure, and so does shear dilation behavior; 3) the asperity is easily worn and cut even under low normal stress, in particular, asperity with large apparent inclination will be primarily damaged, and peak value of the shear curve does not occur in subsequent shear after the first shear; 4) friction angle increases with the decrease of positive pressure, while cohesion displays an opposite trend; 5) the shear strength parameters fitted from the first residual value and the subsequent shear strength value can be used to represent the shear strength of the discontinuities with the shear movement history.

Key words

rock discontinuity / 3-D morphology / direct shear test / close range photogrammetry / shear strength

Cite this article

Download Citations
HU Wei, WU Ai-qing, CHEN Sheng-hong. Shear Test of Rock Discontinuity Based on 3-D Morphologic Analysis[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(9): 91-97 https://doi.org/10.11988/ckyyb.20170143

References

[1] 张 鹏,李 宁,陈新民. 一种新的裂隙三维表面粗糙度表征方法[J] .岩石力学与工程学报,2009,28(增2):3477-3483.
[2] BARTON N. Review of a New Shear Strength Criterion for Rock Joints[J] . Engineering Geology,1973,7(4):287-322.
[3] BARTON N,CHOUBEY V. The Shear Strength of Rock Joints in Theory and Practice[J] . Rock Mechanics,1977,10(1):1-54.
[4] KULATILAKE P H S W, FIEDLER R, PANDA B B. Box Fractal Dimension as a Measure of Statistical Homogeneity of Jointed Rock Masses[J] . Engineering Geology,1997,48(3):217-229.
[5] BELEM T,HOMAND-ETIENNE F,SOULEY M. Quantitative Parameter for Rock Joint Surface Roughness[J] . Rock Mechanics and Rock Engineering,2000,33(4):217-242.
[6] 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):2508-2517.
[7] GRASSELLI G. Shear Strength of Rock Joints Based on Quantified Surface Description[D] . Lausanne,Switzerland: Swiss Federal Institute of Technology (EPFL), 2001.
[8] 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(6):789-800.
[9] 郑 超,杨天鸿,刘洪磊,等. 大孤山铁矿边坡岩体结构数字识别及力学参数研究[J] . 煤炭学报,2011,36(3):383-387.
[10] RE F, SCAVIA C. Determination of Contact Areas in Rock Joints by X-ray Computer Tomography[J] . International Journal of Rock Mechanics and Mining Sciences,1999,36(7):883-890.
[11] 江洎洧,项 伟, ROHN J,等. 基于三维形态空间分析和仿真试验的岩体结构面剪切强度参数研究[J] . 岩石力学与工程学报,2012,31(10):2127-2138.
[12] 王小江. 岩石结构面力学及水力特性实验研究[D] .武汉:武汉大学,2013.
PDF(7989 KB)

Accesses

Citation

Detail

Sections
Recommended

/

Baidu
map