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Fracture analysis of central-flawed rock-like specimens under the influence of coplanar or non-coplanar edge flaws

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Abstract

To better understand the influence of edge flaws on the fracture behaviors of central-flawed specimens, a series of uniaxial compression tests were carried out on the central-flawed rock-like specimens with two edge flaws using a servo-controlled testing apparatus. Two edge flaws were divided into coplanar and non-coplanar distribution (F-L1 and F-L2). The acoustic emission, digital image correlation and high precision video were applied simultaneously to monitor the internal AE signals, surface strain, and crack propagation of rock-like materials, respectively. The results show that the degradation effect of non-coplanar edge flaws on the peak strength, elastic modulus, and crack initiation angle are more significant than that of coplanar edge flaws. When the inclination angle of the central flaw increases from 15° to 60°, the peak strength, elastic modulus, and crack initiation angle decrease. In contrast, the complete initiation angle, total energy density, and accumulated acoustic emission energy first decrease and then increase. The acoustic emission counts and acoustic emission accumulated energy occur a sudden increase when the rock-like specimen deforms into the next stage. Moreover, central flaw controls the initiation of new cracks, whereas edge flaws influence the propagation trajectories of new cracks. Furthermore, the coalescence between the central and edge flaws in the F-L2 specimen is easier to happen than that in the F-L1 specimen.

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References

  • Barile C, Casavola C, Pappalettera G (2019) Digital image correlation comparison of damaged and undamaged aeronautical CFRPs during compression tests. Mater 12(2):249. https://doi.org/10.3390/ma12020249

    Article  Google Scholar 

  • Basu A, Mishra DA, Roychowdhury K (2013) Rock failure modes under uniaxial compression Brazilian and point load tests. Bull Eng Geol Environ 72:457–475

    Google Scholar 

  • Cao P, Liu TY, Pu CZ et al (2015) Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression. Eng Geol 187:113–121

    Google Scholar 

  • Cao RH, Cao P, Fan X et al (2016) An experimental and numerical study on mechanical behavior of ubiquitous-joint brittle rock-like specimens under uniaxial compression. Rock Mech Rock Eng 49:4319–4338

    Google Scholar 

  • Cao RH, Lin H, Cao P (2018a) Strength and failure characteristics of brittle jointed rock-like specimens under uniaxial compression: digital speckle technology and a particle mechanics approach. Int J Min Sci Technol 28(4):669–677

    Google Scholar 

  • Cao RH, Cao P, Lin H et al (2018b) Failure characteristics of jointed rock-like material containing multi-joints under a compressive-shear test: experimental and numerical analyses. Archiv Civ Mech Eng 18:784–798

    Google Scholar 

  • Chen H, Fan X, Lai H et al (2019) Experimental and numerical study of granite blocks containing two side flaws and a tunnel-shaped opening. Theor Appl Fract Mech 104:102394

  • Chen ML, Jing HW, Ma XJ et al (2017) Fracture evolution characteristics of sandstone containing double fissures and a single circular hole under uniaxial compression. Int J Min Sci Technol 27(3):499–505

    Google Scholar 

  • Cui XW, Yan Y, Hu YH et al (2019) Performance comparison of acoustic emission sensor arrays in different topologies for the localization of gas leakage on a flat-surface structure. Sens Actuator A Phys 300:197–209

    Google Scholar 

  • Eskandari M, Yadegari DMR, Zarei HA et al (2015) In-situ strain localization analysis in low density transformation-twinning induced plasticity steel using digital image correlation. Opt Lasers Eng 67:1–16

    Google Scholar 

  • Fan X, Li KH, Lai HP et al (2018) Internal stress distribution and cracking around flaws and openings of rock block under uniaxial compression: a particle mechanics approach. Comput Geotech 102:28–38

    Google Scholar 

  • Fan X, Yang ZJ, Li KH (2021) Effects of the lining structure on mechanical and fracturing behaviors of four-arc shaped tunnels in a jointed rock mass under uniaxial compression. Theor Appl Fract Mech 112:102887

  • Feng P, Dai F, Liu Y et al (2018) Effects of strain rate on the mechanical and fracturing behaviors of rock-like specimens containing two unparallel fissures under uniaxial compression. Soil Dyn Earthq Eng 110:195–211

    Google Scholar 

  • Freire-Lista D, Fort R (2017) Exfoliation microcracks in building granite Implications for anisotropy. Eng Geol 220:85–93

    Google Scholar 

  • Ghasemi S, Khamehchiyan M, Taheri A et al (2020) Crack evolution in damage stress thresholds in different minerals of granite rock. Rock Mech Rock Eng 53:1163–1178

    Google Scholar 

  • Ghasemi S, Khamehchiyan M, Taheri A et al (2021) Microcracking behavior of gabbro during monotonic and cyclic loading. Rock Mech Rock Eng 54:2441–2463. https://doi.org/10.1007/s00603-021-02381-7

    Article  Google Scholar 

  • Han DY, Li KH, Meng JJ (2020a) Evolution of nonlinear elasticity and crack damage of rock joint under cyclic tension. Int J Rock Mech Min Sci 128:13651609

    Google Scholar 

  • Han DY, Zhu JB, Leung YF (2020b) Deformation of healed rock joints under tension: experimental study and empirical model. Rock Mech Rock Eng 53:3353–3362

    Google Scholar 

  • Han DY, Yang H (2021) Effects of tensile stresses on wave propagation across stylolitic rock joints. Int J Rock Mech Min Sci 139:104617

  • Hoek E, Martin CD (2014) Fracture initiation and propagation in intact rock-a review. J Rock Mech Geotech Eng 6(4):287–300

    Google Scholar 

  • Huang CC, Yang WD, Duan K et al (2019) Mechanical behaviors of the brittle rock-like specimens with multi-non-persistent joints under uniaxial compression. Constr Build Mater 220:426–443

    Google Scholar 

  • Jin J, Cao P, Chen Y et al (2017) Influence of single flaw on the failure process and energy mechanics of rock-like material. Comput Geotech 8:150–162

    Google Scholar 

  • Lee J, Hong JW, Jung JW (2017) The mechanism of fracture coalescence in pre-cracked rock-type material with three flaws. Eng Geol 223:31–47

    Google Scholar 

  • Li HQ, Wong LNY (2012) Influence of flaw inclination angle and loading condition on crack initiation and propagation. Int J Solids Struct 49(18):2482–2499

    Google Scholar 

  • Li HQ, Wong LNY (2014) Numerical study on coalescence of pre-existing flaw pairs in rock-like material. Rock Mech Rock Eng 47:2087–2105

    Google Scholar 

  • Li KH, Cheng Y, Yin ZY et al (2020a) Size effects in a transversely isotropic rock under brazilian tests: laboratory testing. Rock Mech Rock Eng 53(6):2623–2642

    Google Scholar 

  • Li KH, Yin ZY, Cheng Y et al (2020b) Three-dimensional discrete element simulation of indirect tensile behaviour of a transversely isotropic rock. Int J Numer Anal Methods Geomech 44(13):1812–1832

    Google Scholar 

  • Lin H, Yang HT, Wang YX et al (2019) Determination of the stress field and crack initiation angle of an open flaw tip under uniaxial compression. Theor Appl Fract Mech 104:102358

  • Lin QB, Cao P, Cao RH et al (2020a) Mechanical behavior around double circular openings in a jointed rock mass under uniaxial compression. Arch Civ Mech Eng 20:19

    Google Scholar 

  • Lin QB, Cao P, Meng JJ et al (2020b) Strength and failure characteristics of jointed rock mass with double circular holes under uniaxial compression: Insights from discrete element method modelling. Theor Appl Fract Mech 109:102692

  • Lin QB, Cao P, Wen GP et al (2021) Crack coalescence in rock-like specimens with two dissimilar layers and pre-existing double parallel joints under uniaxial compression. Int J Rock Mech Min Sci 139:104621

  • Liu XR, Yang SQ, Huang YH et al (2019) Experimental study on the strength and fracture mechanism of sandstone containing elliptical holes and fissures under uniaxial compression. Eng Fract Mech 205:205–217

    Google Scholar 

  • Luo Y, Gong FQ, Li XB et al (2020) Experimental simulation investigation of influence of depth on spalling characteristics in circular hard rock tunnel. J Cent South Univ 27(3):891–910

    Google Scholar 

  • Luo S, Gong FQ (2020) Linear energy storage and dissipation laws of rocks under preset angle shear conditions. Rock Mech Rock Eng 53:3303–3323

    Google Scholar 

  • Mao L, Zhu Y, Wang Y et al (2020) An improved digital volumetric speckle photography technique with X-ray microtomography and its applications to investigating strain localization in red sandstone. Rock Mech Rock Eng 53:1457–1466

    Google Scholar 

  • Miao ST, Pan PZ, Wu ZH et al (2018) Fracture analysis of sandstone with a single filled flaw under uniaxial compression. Eng Fract Mech 204:319–343

    Google Scholar 

  • Peng J, Rong G, Yao MD et al (2018) Acoustic emission characteristics of a fine-grained marble with different thermal damages and specimen sizes. Bull Eng Geol Environ 78(6):4479–4491. https://doi.org/10.1007/s10064-018-1375-6

    Article  Google Scholar 

  • Saadat M, Taheri A (2019) A numerical approach to investigate the effects of rock texture on the damage and crack propagation of a pre-cracked granite. Comput Geotech 111:89–111

    Google Scholar 

  • Shi GC, Yang XJ, Yu HC et al (2019) Acoustic emission characteristics of creep fracture evolution in double-fracture fine sandstone under uniaxial compression. Eng Fract Mech 210:13–28

    Google Scholar 

  • Shou YD, Zhang XP, Berto F (2019) 3D numerical simulation of initiation, propagation and coalescence of cracks using the extended non-ordinary state-based peridynamics. Theor Appl Fract Mech 101:254–268

    Google Scholar 

  • Sivakumar G, Maji VB (2018) A study on crack initiation and propagation in rock with pre-existing flaw under uniaxial compression. Indian Geotech J 48(4):626–639

    Google Scholar 

  • Tao R, Sharifzadeh M, Zhang Y et al (2020) Analysis of mafic rocks microstructure damage and failure process under compression test using quantitative scanning electron microscopy and digital images processing. Eng Fract Mech 231:107019

  • Tian WL, Yang SQ, Huang YH (2020) Discrete element modeling on crack evolution behavior of sandstone containing two oval flaws under uniaxial compression. Arab J Geosci 13:418

    Google Scholar 

  • Wang F, Cao P, Chen Y et al (2018a) An experimental study on mechanical behavior of parallel joint specimens under compression shear. Adv Civ Eng 2018:5428670

    Google Scholar 

  • Wang F, Cao P, Wang YX et al (2020a) Combined effects of cyclic load and temperature fluctuation on the mechanical behavior of porous sandstones. Eng Geol 266:105466

  • Wang M, Wan W (2019) A new empirical formula for evaluating uniaxial compressive strength using the Schmidt hammer test. Int J Rock Mech Min Sci 123:143–153

    Google Scholar 

  • Wang YX, Zhang H, Lin H et al (2020b) Fracture behaviour of central-flawed rock plate under uniaxial compression. Theor Appl Fract Mech 106:102503

  • Wang YL, Tang JX, Dai ZY et al (2018b) Experimental study on mechanical properties and failure modes of low-strength rock samples containing different fissures under uniaxial compression. Eng Fract Mech 197:1–20

    Google Scholar 

  • Wong LNY, Einstein HH (2009) Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression. Int J Rock Mech Min Sci 46(2):239–249

    Google Scholar 

  • Wong LNY, Li HQ (2013) Numerical study on coalescence of two pre-existing coplanar flaws in rock. Int J Solids Struct 50(22–23):3685–3706

    Google Scholar 

  • Xiao F, Liu Q, Zhao ZY (2021) Information and knowledge behind data from underground rock grouting. J Rock Mech Geotech Eng 13(6):1326-1339 

    Article  Google Scholar 

  • Xu J, Haque A, Gong W et al (2020) Experimental study on the bearing mechanisms of rock-socketed piles in soft rock based on micro X-ray CT analysis. Rock Mech Rock Eng 53:3395–3416

    Google Scholar 

  • Yang S, Yang D, Jing H et al (2012) An experimental study of the fracture coalescence behaviour of brittle sandstone specimens containing three fissures. Rock Mech Rock Eng 45:563–582

    Google Scholar 

  • Yin ZY, Wang P, Zhang FS (2020) Effect of particle shape on the progressive failure of shield tunnel face in granular soils by coupled FDM-DEM method. Tunn Undergr Space Technol 100:08867798

    Google Scholar 

  • Yu J, Yao W, Duan K et al (2020) Experimental study and discrete element method modeling of compression and permeability behaviors of weakly anisotropic sandstones. Int J Rock Mech Min Sci 134:104437

  • Zhang XP, Zhang Q, Wu SC (2017) Acoustic emission characteristics of the rock-like material containing a single flaw under different compressive loading rates. Comput Geotech 83:83–97

    Google Scholar 

  • Zhang Q, Zhang XP (2019) The crack nature analysis of primary and secondary cracks: A numerical study based on moment tensors. Eng Fract Mech 210:70–83

    Google Scholar 

  • Zhao K, Yang DX, Gong C et al (2020) Evaluation of internal microcrack evolution in red sandstone based on time-frequency domain characteristics of acoustic emission signals. Constr Build Mater 260:120435

  • Zhao TB, Guo WY, Tan YL et al (2018) Case histories of rock bursts under complicated geological conditions. Bull Eng Geol Environ 77:1529–1545

    Google Scholar 

  • Zhou XP, Bi J, Qian QH (2015) Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws. Rock Mech Rock Eng 48:1097–1114

    Google Scholar 

  • Zhou ZL, Cai X, Ma D et al (2019) Water saturation effects on dynamic fracture behavior of sandstone. Int J Rock Mech Min Sci 114:46–61

    Google Scholar 

  • Zhuang X, Chun J, Zhu H (2014) A comparative study on unfilled and filled crack propagation for rock-like brittle material. Theor Appl Fract Mech 72(1):110–120

    Google Scholar 

  • Zhu FP, Bai PX, Zhang JB et al (2015) Measurement of true stress-strain curves and evolution of plastic zone of low carbon steel under uniaxial tension using digital image correlation. Opt Lasers Eng 65:81–88

    Google Scholar 

  • Zhu QQ, Li DY, Han ZY et al (2019) Mechanical properties and fracture evolution of sandstone specimens containing different inclusions under uniaxial compression. Int J Rock Mech Min Sci 115:33–47

    Google Scholar 

  • Zou CJ, Wong LNY, Loo JJ et al (2016) Different mechanical and cracking behaviors of single-flawed brittle gypsum specimens under dynamic and quasi-static loadings. Eng Geol 201:71–84

    Google Scholar 

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Acknowledgements

This study was financially supported by the National Natural Science Foundation of China (11772358), the Water Conservancy Science and Technology Major Project of Hunan Province (XSKJ2019081-10), the Hunan Province Natural Science Foundation of China (2018JJ0540), the Fundamental Research Funds for the Central University of Central South University (2021zzts0281), the CRSRI Open Research Program (SN CKWV2017512/KY), the China Postdoctoral Science Foundation Project(No. 2020M682882) and the Guangdong basic and applied basic research fund (No. 2020A1515110468). These supports were greatly appreciated.

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Liu, Z., Cao, P., Li, K. et al. Fracture analysis of central-flawed rock-like specimens under the influence of coplanar or non-coplanar edge flaws. Bull Eng Geol Environ 81, 61 (2022). https://doi.org/10.1007/s10064-021-02554-2

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