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Mechanical properties and damage evolution characteristics of composite rock mass with prefabricated fractures

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Abstract

In this study, the influence of fractures on the mechanical properties and cracking behavior of composite rock mass was investigated by preparing rock-like specimens of composite rock mass with different dip angles of fractures using customized molds. The failure process of the sample was recorded using a camera, and the rock failure process analysis technology was used for quantitative investigation of the mechanical mechanism of crack evolution during the loading process of the sample. Based on the experimental results, the crack propagation and coalescence modes of fractured composite rock mass were analyzed, and the distribution laws of contact force chain and maximum principal stress during initial crack initiation were studied from the microscopic perspective. The results show that with the increase in fracture dip angle, when the fracture is located in hard rock, the peak strength of the specimen decreases first, then increases and then decreases. When the fracture is located in both soft rock and hard rock, the peak strength of the specimen is mainly controlled by the fracture in soft rock. The initial crack mainly occurs at the tip of the soft rock fracture, and then converges with the cracks developed at the end of the hard rock fracture through the interface. The crack propagation type and coalescence mode are affected by the joint action of the fracture dip angle and position. In total, eight crack propagation types and six crack coalescence modes were observed during the failure process. The maximum principal stress concentration area is distributed around the fracture and is “butterfly” type. With the increase in fracture dip angle, the maximum principal stress concentration area gets gradually deflected perpendicular to the fracture direction, and does not pass through the interface of soft and hard rocks. The existence of the interface prevents the transmission of stress to a certain extent.

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References

  1. Cao RH, Cao P, Lin H, Pu CZ, Qu K (2016) Mechanical behavior of brittle rock-like specimens with pre-existing fissures under uniaxial loading: experimental studies and particle mechanics approach. Rock Mech Rock Eng 49(3):763–783. https://doi.org/10.1007/s00603-015-0779-x

    Article  ADS  Google Scholar 

  2. Wong RHC, Lin P (2015) Numerical study of stress distribution and crack coalescence mechanisms of a solid containing multiple holes. Int J Rock Mech Min 79:41–54. https://doi.org/10.1016/j.ijrmms.2015.08.003

    Article  Google Scholar 

  3. Zhou XP, Niu Y, Cheng H, Berto F (2021) Cracking behaviors and chaotic characteristics of sandstone with unfilled and filled dentate flaw. Theor Appl Fract Mec 112:102876. https://doi.org/10.1016/j.tafmec.2020.102876

    Article  Google Scholar 

  4. Fan X, Yu H, Deng ZY, He ZM, Zhao YL (2022) Cracking and deformation of cuboidal sandstone with a single nonpenetrating flaw under uniaxial compression. Theor Appl Fract Mec 119:103284. https://doi.org/10.1016/j.tafmec.2022.103284

    Article  Google Scholar 

  5. Wu Q, Kulatilake PHSW (2012) REV and its properties on fracture system and mechanical properties, and an orthotropic constitutive model for a jointed rock mass in a dam site in China. Comput Geotech 43:124–142. https://doi.org/10.1016/j.compgeo.2012.02.010

    Article  Google Scholar 

  6. Chen Y, Zuo JP, Li ZH, Dou R (2020) Experimental investigation on the crack propagation behaviors of sandstone under different loading and unloading conditions. Int J Rock Mech Min 130:104310. https://doi.org/10.1016/j.ijrmms.2020.104310

    Article  Google Scholar 

  7. Zhang K, Jiang Z, Liu XH, Zhang K, Zhu H (2022) Quantitative characterization of the fracture behavior of sandstone with inclusions: experimental and numerical investigation. Theor Appl Fract Mec 121:103429. https://doi.org/10.1016/j.tafmec.2022.103429

    Article  Google Scholar 

  8. Cao RH, Cao P, Fan X, Xiong XG, Lin H (2016) An experimental and numerical study on mechanical behavior of ubiquitous-joint brittle rock-like specimens under uniaxial compression. Rock Mech Rock Eng 49(11):4319–4338. https://doi.org/10.1007/s00603-016-1029-6

    Article  ADS  Google Scholar 

  9. Feng F, Chen SJ, Wang YJ, Huang WP, Han ZY (2021) Cracking mechanism and strength criteria evaluation of granite affected by intermediate principal stresses subjected to unloading stress state. Int J Rock Mech Min 143:104783. https://doi.org/10.1016/j.ijrmms.2021.104783

    Article  Google Scholar 

  10. Lee H, Jeon S (2011) An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression. Int J Solids Struct 48(6):979–999. https://doi.org/10.1016/j.ijsolstr.2010.12.001

    Article  CAS  Google Scholar 

  11. Liu XG, Zhu WC, Zhang PH, Li LK (2021) Failure in rock with intersecting rough joints under uniaxial compression. Int J Rock Mech Min 146:104832. https://doi.org/10.1016/j.ijrmms.2021.104832

    Article  Google Scholar 

  12. Huang D, Gu DM, Yang C, Huang RQ, Fu GY (2016) Investigation on mechanical behaviors of sandstone with two preexisting flaws under triaxial compression. Rock Mech Rock Eng 49:375–399. https://doi.org/10.1007/s00603-015-0757-3

    Article  ADS  Google Scholar 

  13. Huang YH, Yang SQ, Ranjith PG, Zhao J (2017) Strength failure behavior and crack evolution mechanism of granite containing pre-existing non-coplanar holes: experimental study and particle flow modeling. Comput Geotech 88:182–198. https://doi.org/10.1016/j.compgeo.2017.03.015

    Article  Google Scholar 

  14. Sivakumar G, Maji VB (2021) Crack growth in rocks with preexisting narrow flaws under uniaxial compression. Int J Geomech 21(4):04021032. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001960

    Article  Google Scholar 

  15. He C, Mishra B, Shi QW, Zhao Y, Lin DJ, Wang X (2023) Correlations between mineral composition and mechanical properties of granite using digital image processing and discrete element method. Int J Min Sci Techno 33(8):949–962. https://doi.org/10.1016/j.ijmst.2023.06.003

    Article  Google Scholar 

  16. Wang X, Li JC, Zhao XB, Liang Y (2022) Propagation characteristics and prediction of blast-induced vibration on closely spaced rock tunnel. Tunn Undergr Sp Tech 123:104416. https://doi.org/10.1016/j.tust.2022.104416

    Article  Google Scholar 

  17. Cao RH, Cao P, Lin H, Ma GW, Chen Y (2018) Failure characteristics of intermittent fissures under a compressive-shear test: experimental and numerical analyses. Theor Appl Fract Mec 96:740–757. https://doi.org/10.1016/j.tafmec.2017.11.002

    Article  Google Scholar 

  18. Zhang XP, Liu QS, Wu SC, Tang XH (2015) Crack coalescence between two non-parallel flaws in rock-like material under uniaxial compression. Eng Geol 199:74–90. https://doi.org/10.1016/j.enggeo.2015.10.007

    Article  Google Scholar 

  19. Liu Y, Dai F, Feng P, Xu NW (2018) Mechanical behavior of intermittent jointed rocks under random cyclic compression with different loading parameters. Soil Dyn Earthq Eng 113:12–24. https://doi.org/10.1016/j.soildyn.2018.05.030

    Article  Google Scholar 

  20. Zhang XP, Wong LNY (2013) Crack initiation, propagation and coalescence in rock-like material containing two flaws: a numerical study based on bonded-particle model approach. Rock Mech Rock Eng 46(5):1001–1021. https://doi.org/10.1007/s00603-012-0323-1

    Article  ADS  Google Scholar 

  21. Liu S, Liu HD, Liu HN, Xia ZG, Zhao YW, Zhai JY (2022) Numerical simulation of mesomechanical properties of limestone containing dissolved hole and persistent joint. Theor Appl Fract Mec 122:103572. https://doi.org/10.1016/j.tafmec.2022.103572

    Article  Google Scholar 

  22. Huang CC, Yang WD, Duan K, Fang LD, Wang L, Bo CJ (2019) Mechanical behaviors of the brittle rock-like specimens with multi-non-persistent joints under uniaxial compression. Constr Build Mater 220:426–443. https://doi.org/10.1016/j.conbuildmat.2019.05.159

    Article  Google Scholar 

  23. Li HQ, Wong LNY (2014) Numerical study on coalescence of pre-existing flaw pairs in rock-like material. Rock Mech Rock Eng 47(6):2087–2105. https://doi.org/10.1007/s00603-013-0504-6

    Article  ADS  Google Scholar 

  24. 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 Roc Eng 48(3):1097–1114. https://doi.org/10.1007/s00603-014-0627-4

    Article  Google Scholar 

  25. Cao P, Liu TY, Pu CZ, Lin H (2015) Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression. Eng Geol 187:113–121. https://doi.org/10.1016/j.enggeo.2014.12.010

    Article  Google Scholar 

  26. Yang XW, Zhang XP, Zhang Q, Li CD, Wang DJ (2021) Study on the mechanisms of crack turning in bedded rock. Eng Fract Mech 247:107630. https://doi.org/10.1016/j.engfracmech.2021.107630

    Article  Google Scholar 

  27. Ju MH, Li JC, Li J, Zhao J (2020) Loading rate effects on anisotropy and crack propagation of weak bedding plane-rich rocks. Eng Fract Mech 230:106983. https://doi.org/10.1016/j.engfracmech.2020.106983

    Article  Google Scholar 

  28. Ma Q, Liu XL, Tan YL, Elsworth D, Shang JL, Song DJ, Liu XS, Yan FY (2023) Numerical study of mechanical properties and microcrack evolution of double-layer composite rock specimens with fissures under uniaxial compression. Eng Fract Mech 289:109403. https://doi.org/10.1016/j.engfracmech.2023.109403

    Article  Google Scholar 

  29. Debecker B, Vervoort A (2013) Two-dimensional discrete element simulations of the fracture behaviour of slate. Int J Rock Mech Min 61:161–170. https://doi.org/10.1016/j.ijrmms.2013.02.004

    Article  Google Scholar 

  30. Debecker B, Vervoort A (2009) Experimental observation of fracture patterns in layered slate. Int J Fracture 159:51–62. https://doi.org/10.1007/s10704-009-9382-z

    Article  Google Scholar 

  31. Morgan SP, Einstein HH (2017) Cracking processes affected by bedding planes in Opalinus shale with flaw pairs. Eng Fract Mech 176:213–234. https://doi.org/10.1016/j.engfracmech.2017.03.003

    Article  Google Scholar 

  32. Wu Q, Liu YX, Tang HM, Kang JT, Wang LQ, Li CD, Wang D, Liu ZQ (2023) Experimental study of the influence of wetting and drying cycles on the strength of intact rock samples from a red stratum in the three gorges reservoir area. Eng Geol 314:107013. https://doi.org/10.1016/j.enggeo.2023.107013

    Article  Google Scholar 

  33. Lin QB, Cao P, Wen GP, Meng JJ, Cao RH, Zhao ZY (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 139:104621. https://doi.org/10.1016/j.ijrmms.2021.104621

    Article  Google Scholar 

  34. Alneasan M, Behnia M, Bagherpour R (2019) Analytical investigations of interface crack growth between two dissimilar rock layers under compression and tension. Eng Geol 259:105188. https://doi.org/10.1016/j.enggeo.2019.105188

    Article  Google Scholar 

  35. Yang SQ, Yin PF, Huang YH, Cheng JL (2019) Strength, deformability and X-ray micro-CT observations of transversely isotropic composite rock under different confining pressures. Eng Fract Mech 214:1–20. https://doi.org/10.1016/j.engfracmech.2019.04.030

    Article  Google Scholar 

  36. Liu XS, Tan YL, Ning JG, Lu YW, Gu QH (2018) Mechanical properties and damage constitutive model of coal in coal-rock combined body. Int J Rock Mech Min 110:140–150. https://doi.org/10.1016/j.ijrmms.2018.07.020

    Article  Google Scholar 

  37. Tien MT, Kuo MC, Juang CH (2006) An experimental investigation of the failure mechanism of simulated transversely isotropic rocks. Int J Rock Mech Min 43(8):1163–1181. https://doi.org/10.1016/j.ijrmms.2006.03.011

    Article  Google Scholar 

  38. Wang DJ, Tang HM, Elsworth D, Wang CY (2019) Fracture evolution in artificial bedded rocks containing a structural flaw under uniaxial compression. Eng Geol 250:130–141. https://doi.org/10.1016/j.enggeo.2019.01.011

    Article  Google Scholar 

  39. Zhao ZH, Liu H, Ma Q, Shang JL (2023) Micro-macro damage, deterioration and cracking of heterogeneous composite rock masses with non-penetrating cracks under uniaxial compression. Theor Appl Fract Mec 125:103919. https://doi.org/10.1016/j.tafmec.2023.103919

    Article  Google Scholar 

  40. Cho N, Martin CD, Sego DC (2007) A clumped particle model for rock. Int J Rock Mech Min 44:997–1010. https://doi.org/10.1016/j.ijrmms.2007.02.002

    Article  Google Scholar 

  41. Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geotechnique 29(1):47–65. https://doi.org/10.1680/geot.1979.29.1.47

    Article  Google Scholar 

  42. Potyondy DO, Cundall PA (2004) A bonded-particle model for rock. Int J Rock Mech Min 41:1329–1364. https://doi.org/10.1016/j.ijrmms.2004.09.011

    Article  Google Scholar 

  43. Zeng W, Yang SQ, Tian WL (2018) Experimental and numerical investigation of brittle sandstone specimens containing different shapes of holes under uniaxial compression. Eng Fract Mech 200:430–450. https://doi.org/10.1016/j.engfracmech.2018.08.016

    Article  Google Scholar 

  44. Chen SJ, Xia ZG, Feng F, Yin DW (2021) Numerical study on strength and failure characteristics of rock samples with different hole defects. B Eng Geol Environ 80:1523–1540. https://doi.org/10.1007/s10064-020-01964-y

    Article  Google Scholar 

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Acknowledgements

The authors greatly acknowledge the financial support from the National Natural Science Foundation of China (Grant No. 52204137), the Natural Science Foundation of Liaoning Province (Grant No. 2022-BS-281), the Education Department Foundation of Liaoning Province (Grant Nos. LJKQZ20222317 and LJKMZ20220661), and the Outstanding Young Scientific and Technological Talents Project of Liaoning University of Science and Technology (Grant No. 2023YQ10).

Funding

The authors greatly acknowledge the financial support from the National Natural Science Foundation of China (Grant No. 52204137), the Natural Science Foundation of Liaoning Province (Grant No. 2022-BS-281), the Education Department Foundation of Liaoning Province (Grant Nos. LJKQZ20222317 and LJKMZ20220661), and the Outstanding Young Scientific and Technological Talents Project of Liaoning University of Science and Technology (Grant No. 2023YQ10).

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Authors and Affiliations

  1. School of Civil Engineering, University of Science and Technology Liaoning, Anshan, 114051, China

    Hukun Wang, Jun Hu, Chengwei Liu & Bin Yang

  2. School of Mining Engineering, University of Science and Technology Liaoning, Anshan, 114051, China

    Zhiguo Xia & Xinrong Wang

  3. Engineering Research Center of Green Mining of Metal Mineral Resources Liaoning Province, Anshan, 114051, China

    Zhiguo Xia & Xinrong Wang

  4. School of Civil Engineering, Shandong University, Jinan, 250061, China

    Bing Chen

  5. Ansteel Mining Engineering Corporation, Anshan, 114001, China

    Linbin Zhang

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  1. Hukun Wang
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  2. Jun Hu
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  3. Zhiguo Xia
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  4. Chengwei Liu
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  5. Bin Yang
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Contributions

ZX and JH performed substantial contributions to the conception and design of the work and revised the manuscript. HW established the numerical simulation models and finished writing the original manuscript. CL, BY and BC processed pictures and data of numerical simulation. LZ completed the laboratory test and data collation. XW designed the discussion and revised the manuscript. All authors reviewed the final manuscript and agreed to submit for publication.

Corresponding author

Correspondence to Zhiguo Xia.

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On behalf of all authors, the corresponding author states that there is no conflict of interest. The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this study.

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Wang, H., Hu, J., Xia, Z. et al. Mechanical properties and damage evolution characteristics of composite rock mass with prefabricated fractures. Comp. Part. Mech. (2024). https://doi.org/10.1007/s40571-024-00719-w

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