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Acoustic emission and breakage mechanism analysis on gypsum-filled granite specimens with varying notch dimensions under uniaxial compression testing

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Abstract

This research investigates how inserting notched gypsum filling between granite specimens affects their breakage under uniaxial compressive testing. Various thicknesses of gypsum filling slabs were placed between granite specimens, incorporating different dimensions and notch configurations. The investigated parameters include elastic modulus, Poisson’s ratio, uniaxial compressive strength, and Brazilian tensile strength of 5 GPa, 0.18, 7.4, and 1 MPa, respectively. Compression testing, at an axial load rate of 0.05 mm/min, was conducted on a total of 9 different models. Numerical simulations were performed on models with notched gypsum filling, varying thicknesses, and notch angles using Particle Flow Code in 2D. The results demonstrated that breakage behavior was primarily influenced by filling thickness and notch angle. The uniaxial compressive strengths in samples were found to be affected by fracture patterns and the breakage mechanism of the filling. The study revealed that the behavior of discontinuities is influenced by the number of induced tensile cracks, which increase with thicker filling. Acoustic emission (AE) hits during loading’s initial phase, a rapid increase in AE hits before the applied stress reached its peak, and significant AE hits accompanying each stress drop were observed. The breakage patterns and strengths were found to be similar in both experimental and numerical approaches.

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References

  1. He MC (2002) Soft rock engineering mechanics. Science Press, Beijing

    Google Scholar 

  2. Salamon MDG (1968) Elastic moduli of a stratified rock mass. Int J Rock Mech Min Sci Geomech Abstr 5:519–527

    Article  Google Scholar 

  3. Taliercio A, Landriani GS (1988) A failure condition for layered rock. Int J Rock Mech Min Sci Geomech Abstr 25:299–305

    Article  Google Scholar 

  4. Amadei B, Pan E (1992) Gravitational stresses in anisotropic rock masses with inclined strata. Int J Rock Mech Min Sci Geomech Abstr 3:225–236

    Article  Google Scholar 

  5. Yong MT, Ming CK (2001) A failure criterion for transversely isotropic rocks. Int J Rock Mech Min Sci 38:399–412

    Article  Google Scholar 

  6. Yong MT, Ming CK, Juang CH (2006) An experimental investigation of the failure mechanism of simulated transversely isotropic rocks. Int J Rock Mech Min Sci 43:1163–1181

    Article  Google Scholar 

  7. Huang S, Ding X, Wu A, Lu B, Zhang Y (2012) Study of multi-joint constitutive model of layered rock mass and experimental verification. Chin J Rock Mech Eng 31(8):1627–1635

    Google Scholar 

  8. Han B, Wang Z, Ding X, Ping X (2007) Numerical simulation for rheologic characteristics of interbedded strata of soft and hard rock. J Yangtze River Sci Res Inst 24(2):25–29

    Google Scholar 

  9. Xiong L, Yang L (2011) Numerical analysis for viscoelasto-plastic rheological property of interlayered rock mass. Chin J Rock Mech Eng 30(Sup1):2803–2809

    Google Scholar 

  10. Ladanyi B, Archambault G (1975) Shear strength and deformability of filled indented joints. Final report - third year, École Polytechnique de Montréal

  11. Phien-wej N, Shrestha UB, Rantucci G (1990) Effect of infill thickness on shear behaviour of rock joints. Rock joints, Barton and Stephansson (eds), Balkema, pp. 289–294

  12. De Toledo PEC, De Freitas MH (1993) Laboratory testing and parameters controlling the shear strength of filled rock joints. Geotechnique V43(1):1–19

    Article  Google Scholar 

  13. Papaliangas T, Hencher SR, Lumsden AC, Manolopolou S (1993) The effects of frictional fill thickness on the shear strength of rock discontinuities. Int J Rock Mech Min Sci Geomech Abst 30(2):81–91

    Article  Google Scholar 

  14. Lama RD (1978) Influence of clay filling on shear behaviour of joints. Proc 3rd Congr Int Assoc Eng Geol Madrid 2:27–34

    Google Scholar 

  15. Cleary PW, Pereira GG, Lemiale V, Piane CD, Clennell MB (2016) Multiscale model for predicting shear zone structure and permeability in deforming rock. Comput Part Mech 3:179–199

    Article  Google Scholar 

  16. Lanari M, Fakhimi A (2015) Numerical study of contributions of shock wave and gas penetration toward induced rock damage during blasting. Comput Part Mech 2:197–208

    Article  Google Scholar 

  17. Oñate E, Zárate F, Miquel J et al (2015) A local constitutive model for the discrete element method. Application to geomaterials and concrete. Comput Part Mech 2:139–160

    Article  Google Scholar 

  18. Rojek J (2014) Discrete element thermomechanical modelling of rock cutting with valuation of tool wear. Comput Part Mech 1:71–84

    Article  Google Scholar 

  19. Donzé FV, Bouchez J, Magnier SA (1997) Modeling fractures in rock blasting. Int J Rock Mech Min Sci 34:1153–1163

    Article  Google Scholar 

  20. Scholtès L, Donzé FV (2013) A DEM model for soft and hard rocks: role of grain interlocking on strength. J Mech Phys Solids 61:352–369

    Article  ADS  Google Scholar 

  21. Duriez J, Darve F, Donzé FV (2013) Incrementally non-linear plasticity applied to rock joint modelling. Int J Numer Anal Meth Geomech 37:453–477

    Article  Google Scholar 

  22. Duriez J, Scholtès L, Donzé FV (2016) Micromechanics of wing crack propagation for different flaw properties. Eng Fract Mech 153:378–398

    Article  Google Scholar 

  23. Jiang Y, Xian X, Xu J, Xiong D (2004) A research on sandstone uniaxial and triaxial compression tests. China Min Mag 13:66–69

    Google Scholar 

  24. Uzun Yaylacı E, Oner E, Yaylacı M, Ozdemir ME, Abushattal A, Birinci A (2022) Application of artificial neural networks in the analysis of the continuous contact problem. Struct Eng Mech 84(1):35–48. https://doi.org/10.12989/SEM.2022.84.1.035

    Article  Google Scholar 

  25. Yaylacı M, Öner E, Adıyaman G, Öztürk Ş, Uzun Yaylacı E, Ahmet B (2023) Analyzing of continuous and discontinuous contact problems of a functionally graded layer: theory of elasticity and finite element method. Mech Based Des Struct Mach. https://doi.org/10.1080/15397734.2023.2262562

    Article  Google Scholar 

  26. Yaylacı M, Uzun Yaylacı E, Ozdemir ME, Ozturk S, Sesli H (2023) Vibration and buckling analyses of FGM beam with edge crack: Finite element and multilayer perceptron methods. Steel Compos Struct 46(4):565–575

    Google Scholar 

  27. Uzun Yaylacı E, Yaylacı M, Ozdemir ME, Terzi M, Ozturk S (2023) Analyzing the mechano-bactericidal effect of nano-patterned surfaces by finite element method and verification with artificial neural networks. Adv Nano Res 15(2):165–174. https://doi.org/10.12989/ANR.2023.15.2.165

    Article  Google Scholar 

  28. Ozdemir ME, Yaylacı M (2023) Research of the impact of material and flow properties on fluid-structure interaction in cage systems. Wind Struct 36(1):31–40

    Google Scholar 

  29. Golewski GL (2023) (2023a) Mechanical properties and brittleness of concrete made by combined fly ash, silica fume and nanosilica with ordinary Portland cement. AIMS Mater Sci 10(3):390–404

    Article  CAS  Google Scholar 

  30. Golewski GL (2023) Concrete composites based on quaternary blended cements with a reduced width of initial microcracks. Appl Sci 13(12):7338. https://doi.org/10.3390/app13127338

    Article  CAS  Google Scholar 

  31. Golewski GL (2023) The phenomenon of cracking in cement concretes and reinforced concrete structures: the mechanism of cracks formation, causes of their initiation, types and places of occurrence, and methods of detection—a review. Buildings 13(3):765. https://doi.org/10.3390/buildings13030765

    Article  Google Scholar 

  32. Golewski GL (2023) Effect of coarse aggregate grading on mechanical parameters and fracture toughness of limestone concrete. Infrastructures 8(8):117. https://doi.org/10.3390/infrastructures8080117

    Article  Google Scholar 

  33. Chen C (2017) Experimental study on time-dependency of rock under uniaxial compressive load. Dissertation, Chongqing University

  34. Jing L, Hudson JA (2002) Numerical methods in rock mechanics. Int J Rock Mech Min Sci 39:409–427

    Article  Google Scholar 

  35. Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min 40:283–353

    Article  Google Scholar 

  36. Karampinos E, Hadjigeorgiou J, Hazzard J, Turcotte P (2015) Discrete element modelling of the buckling phenomenon in deep hard rock mines. Int J Rock Mech Min Sci 80:346–356

    Article  Google Scholar 

  37. Bai QS, Tu SH, Zhang C (2016) DEM investigation of the fracture mechanism of rock disc containing hole(s) and its influence on tensile strength. Theor Appl Fract Mech 86:197–216

    Article  Google Scholar 

  38. Cundall P (1971) A computer model for simulating progressive large-scale movement in block rock systems. In: Proceedings of international symposium on fracture, ISRM, Nancy, 11–18

  39. Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geothechnique 29:47–65

    Article  Google Scholar 

  40. Donzé FV, Richefeu V, Magnier SA (2008) Advances in discrete element method applied to soil, rock and concrete mechanics. Electron J Geotech Eng 8:1–44

    Google Scholar 

  41. Tran VT, Donzé FV, Marin P (2011) A discrete element model of concrete under high triaxial loading. Cem Concr Compos 33:936–948

    Article  CAS  Google Scholar 

  42. Potyondy D (2007) The effect of voids on the mechanical properties of rock. In: Proceedings of the discrete element modeling conference(DEM2007), 27–29 Aug, Brisbane, Australia

  43. Zhang Q, Wang X, Tian L (2018) Analysis of mechanical and acoustic emission characteristics of rock materials with double-hole defects based on particle flow code. Shock Vib 32(1):23–35

    CAS  Google Scholar 

Download references

Acknowledgements

This work was financially supported by National Natural Science Foundation of China (Grant No. 51608117), Major Science and Technology Project of Henan Province (No. 231100220700), and Key research projects of colleges and universities in Henan Province (No.24A410002).

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Jinwei Fu contributed to visualization and software. Vahab Sarfarazi contributed to supervision and formal analysis. Hadi Haeri: contributed to data curation and writing—original draft preparation. Saeed Delfan contributed to visualization, investigation, and software. Reza Bahrami contributed to software and investigation. Xiao Wang contributed to investigation.

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Correspondence to Vahab Sarfarazi.

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Fu, J., Sarfarazi, V., Haeri, H. et al. Acoustic emission and breakage mechanism analysis on gypsum-filled granite specimens with varying notch dimensions under uniaxial compression testing. Comp. Part. Mech. (2024). https://doi.org/10.1007/s40571-024-00738-7

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  • DOI: https://doi.org/10.1007/s40571-024-00738-7

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