Influence of structural plane angle and roughness on Brazilian characteristics of composite disc specimens

Ren-liang Shan , Hao-yu Dou , Ming-yue Nie , Peng Zheng , Geng-zhao Li , Yuan-yang Pang , Yao Bai , Peng Sun

Journal of Central South University ›› 2025, Vol. 31 ›› Issue (11) : 4232 -4247.

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Journal of Central South University ›› 2025, Vol. 31 ›› Issue (11) : 4232 -4247. DOI: 10.1007/s11771-024-5729-x
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Influence of structural plane angle and roughness on Brazilian characteristics of composite disc specimens

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Abstract

In this paper, Brazilian test was performed on disk samples of analogue materials with defined structural planes. The surface strain evolution process of the disk samples during loading was analyzed via digital image correlation. The damage evolution process was explored from a microscopic perspective by combining discrete element numerical simulation technology. The criterion of the failure mode of the disc specimen in the split state was theoretically deduced. The influence of structural surface roughness and loading inclination angle on the stress state at the center of the specimen was explored. The results showed that the failure modes of the samples could be divided into three typical modes as matrix failure, structural plane failure and combination failure. The rough structural plane improves the failure strength of the specimen by limiting its lateral deformation, and the degree of improvement weakens continuously with the increase of the inclination angle of the structural plane. As the inclination angle of the structural plane increases, the main type of microcracks in the structural plane changes from shear microcracks to tensile microcracks. This study contributes to a better understanding of macro- and meso-failure characteristics of rock masses with structural planes under a splitting state.

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Ren-liang Shan, Hao-yu Dou, Ming-yue Nie, Peng Zheng, Geng-zhao Li, Yuan-yang Pang, Yao Bai, Peng Sun. Influence of structural plane angle and roughness on Brazilian characteristics of composite disc specimens. Journal of Central South University, 2025, 31(11): 4232-4247 DOI:10.1007/s11771-024-5729-x

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References

[1]

Shang J, Hencher S R, West L J. Tensile strength of geological discontinuities including incipient bedding, rock joints and mineral veins [J]. Rock Mechanics and Rock Engineering, 2016, 49: 4213-4225

[2]

Sun L-H, Wu H-Y, Yang B-S, et al.. Support failure of a high-stress soft-rock roadway in deep coal mine and the equalized yielding support technology: a case study [J]. International Journal of Coal Science & Technology, 2015, 2: 279-286

[3]

Martin C D, Giger S, Lanyon G W. Behaviour of weak shales in underground environments [J]. Rock Mechanics and Rock Engineering, 2016, 49: 673-687

[4]

Yang S-Q. Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression [J]. Engineering Geology, 2016, 213: 11-24

[5]

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

[6]

Grasselli G, Egger P. Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters [J]. International Journal of Rock Mechanics and Mining Sciences, 2003, 40(1): 25-40

[7]

Grasselli G. Manuel Rocha medal recipient shear strength of rock joints based on quantified surface description [J]. Rock Mechanics and Rock Engineering, 2006, 39(4): 295-314

[8]

Tian Y-C, Liu Q-S, Ma H, et al.. New peak shear strength model for cement filled rock joints [J]. Engineering Geology, 2018, 233: 269-280

[9]

Wang W-Q, Ye Y-C, Wang Q-H, et al.. Experimental study on anisotropy of strength, deformation and damage evolution of contact zone composite rock with DIC and AE techniques [J]. Rock Mechanics and Rock Engineering, 2022, 55(2): 837-853

[10]

Liu H-X, Jing H-W, Xu X, et al.. Study on mechanical and fracture characteristics of inclined weak-filled rough joint rock-like specimens [J]. Theoretical and Applied Fracture Mechanics, 2023, 125: 103660

[11]

Yang S-Q, Yin P-F, Huang Y-H, et al.. Strength, deformability and X-ray micro-CT observations of transversely isotropic composite rock under different confining pressures [J]. Engineering Fracture Mechanics, 2019, 214: 1-20

[12]

Wu Q, Jiang Y-F, Tang H-M, et al.. Experimental and numerical studies on the evolution of shear behaviour and damage of natural discontinuities at the interface between different rock types [J]. Rock Mechanics and Rock Engineering, 2020, 53(8): 3721-3744

[13]

Yang S-Q, Yin P-F, Ranjith P G. Experimental study on mechanical behavior and brittleness characteristics of Longmaxi formation shale in Changning, Sichuan Basin, China [J]. Rock Mechanics and Rock Engineering, 2020, 53(5): 2461-2483

[14]

Saadat M, Taheri A, Kawamura Y. Investigating asperity damage of natural rock joints in polycrystalline rocks under confining pressure using grain-based model [J]. Computers and Geotechnics, 2021, 135: 104144

[15]

Liu Y, Lu C-P, Xiao Z-Y, et al.. Mechanisms underlying the slip and failure of coal-rock parting-coal structures under unloading conditions [J]. Rock Mechanics and Rock Engineering, 2022, 55(8): 4913-4928

[16]

Liu Y, Lu C-P, Zhang X-F, et al.. Failure and instability characteristics of coal-rock parting-coal structures with rough discontinuities [J]. Rock Mechanics and Rock Engineering, 2022, 55(11): 7063-7080

[17]

Ma L-H, Chen J, Zhao Y-F, et al.. Water content and bedding angle effects on the mechanical properties and micro-/macro-failure mechanism of phyllite [J]. Arabian Journal for Science and Engineering, 2022, 47(10): 13151-13169

[18]

Lisjak A, Tatone B S A, Mahabadi O K, et al.. Hybrid finite-discrete element simulation of the EDZ formation and mechanical sealing process around a microtunnel in Opalinus Clay [J]. Rock Mechanics and Rock Engineering, 2016, 49(5): 1849-1873

[19]

Tsang C F, Barnichon J D, Birkholzer J, et al.. Coupled thermo-hydro-mechanical processes in the near field of a high-level radioactive waste repository in clay formations [J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 49: 31-44

[20]

Meng Y-Y, Jing H-W, Sun S-H, et al.. Experimental and numerical studies on the anisotropic mechanical characteristics of rock-like material with bedding planes and voids [J]. Rock Mechanics and Rock Engineering, 2022, 55(11): 7171-7189

[21]

Selçuk L, Aşma D. Experimental investigation of the rock-concrete bi materials influence of inclined interface on strength and failure behavior [J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 123: 104119

[22]

Han G-S, Jing H-W, Jiang Y-J, et al.. Effect of cyclic loading on the shear behaviours of both unfilled and infilled rough rock joints under constant normal stiffness conditions [J]. Rock Mechanics and Rock Engineering, 2020, 53(1): 31-57

[23]

Ju Y, Wang L, Xie H-P, et al.. Visualization and transparentization of the structure and stress field of aggregated geomaterials through 3D printing and photoelastic techniques [J]. Rock Mechanics and Rock Engineering, 2017, 50(6): 1383-1407

[24]

Jiang Q, Yang B, Yan F, et al.. New method for characterizing the shear damage of natural rock joint based on 3D engraving and 3D scanning [J]. International Journal of Geomechanics, 2020, 20(2): 06019022

[25]

Jin A-B, Wang S-L, Wang B-X, et al.. Study on the fracture mechanism of 3D-printed-joint specimens based on DIC technology [J]. Rock and Soil Mechanics, 2020, 41(10): 3214-3224 (in Chinese)

[26]

Jin A-B, Wang S-L, Wang B-X, et al.. Fracture mechanism of specimens with 3D printing cross joint based on DIC technology [J]. Rock Soil Mechanics, 2020, 41(12): 3862-3872 (in Chinese)

[27]

Yin P-F, Yang S-Q. Experimental study on strength and failure behavior of transversely isotropic rocklike material under uniaxial compression [J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2020, 6(3): 44

[28]

Meng Y-Y, Jing H-W, Zhou Z-F, et al.. Experimental investigation on the mixed-mode fracture behavior of rock-like material with bedding plane [J]. Theoretical and Applied Fracture Mechanics, 2022, 117: 103159

[29]

Song Y, Liu B-G, Liu H, et al.. Orthogonal test method for determination of the proportion of rock-like material based on properties of deformation and brittleness [J]. Rock and Soil Mechanics, 2020, 41(8): 2675-2684 (in Chinese)

[30]

Xie H-P. Fractal description of rock joints [J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 18-23 (in Chinese)

[31]

ISRM. Suggested methods for determining tensile strength of rock materials [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1978, 15(3): 99-103

[32]

Bai Y, Shan R-L, Wu Y-X, et al.. Development and application of a new triaxial testing system for subzero rocks [J]. Geotechnical Testing Journal, 2021, 44(5): 1327-1349

[33]

Chang X, Lu J-Y, Wang S-Y, et al.. Mechanical performances of rock-concrete bi-material disks under diametrical compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2018, 104: 71-77

[34]

Bakhshi E, Rasouli V, Ghorbani A, et al.. Lattice numerical simulations of lab-scale hydraulic fracture and natural interface interaction [J]. Rock Mechanics and Rock Engineering, 2019, 52(5): 1315-1337

[35]

Yang S-Q, Yin P-F, Huang Y-H. Experiment and discrete element modelling on strength, deformation and failure behaviour of shale under Brazilian compression [J]. Rock Mechanics and Rock Engineering, 2019, 52(11): 4339-4359

[36]

Chong Z-H, Li X-H, Hou P, et al.. Numerical investigation of bedding plane parameters of transversely isotropic shale [J]. Rock Mechanics and Rock Engineering, 2017, 50(5): 1183-1204

[37]

Debecker B, Vervoort A. Two-dimensional discrete element simulations of the fracture behaviour of slate [J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 61: 161-170

[38]

Muskhelishvili N I. Some basic problems of the mathematical theory of elasticity [M], 1953, Groningen, Noordhoff

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