Three sandstone specimens common in rock engineering were selected to study the differences in the mechanical properties of rocks with different lithologies. The development and expansion of the internal cracks in the specimens were observed by combining the simulation system with the acoustic emission system. Through the combination of dynamic and static stresses, the deformation and damage of rocks under deep rock excavation and blasting were simulated. As the results show, the acoustic emission events of specimens with different lithologies under combined static and dynamic cyclic loading can be roughly divided into three phases: weakening, stabilizing, and surging periods. In addition, the acoustic emission characteristics of specimens with different lithologies show general consistency in different compression phases. The degree of fragmentation of specimens increases with the applied stress level; therefore, the stress level is one of the important factors influencing the damage pattern of specimens. The acoustic emission system was used to simulate the deformation and damage of rocks subjected to deep rock body excavation and engineering blasting. Cyclic dynamic perturbations under sinusoidal waves with a frequency of 5 Hz, a loading rate of 0.1 mm/min, a cyclic amplitude of 5 MPa, and a loading rate of 0.1 mm/min were applied to the three rock samples during the experiments. Among them, the fine-grained sandstones are the most sensitive to the sinusoidal cyclic perturbation, followed by the muddy siltstone and the medium-grained sandstones. On this basis, the acoustic emission energy release characteristics were analyzed, and the waveform characteristics in the damage evolution of the specimen under dynamic perturbation were studied by extracting the key points and searching for the main frequency eigenvalues.
| [1] |
Cao N, Lei G. Stress sensitivity of tight reservoirs during pressure loading and unloading process. Pet Explor Dev. 2019; 46(1): 138-144.
|
| [2] |
Dong L, Wang D, Sun X, et al. Large-deformation failure mechanism and stability control of a swelling soft rock roadway in a sea area: A case study in eastern China. Sustainability. 2023; 15(6): 5323.
|
| [3] |
Fan X, Mao X. Experimental study of time-dependent deformation of broken sandstones under pressure. J Min Saf Eng. 2007; 4: 486-489.
|
| [4] |
Ghasemi S, Khamehchiyan M, Taheri A, Nikudel MR, Zalooli A. Microcracking behavior of gabbro during monotonic and cyclic loading. Rock Mech Rock Eng. 2021; 54(5): 2441-2463.
|
| [5] |
Huang Z, Zhao X, Li Y, Cai M. Influence of volumetric strain ratio on the fatigue characteristics of Beishan granite. Chinese J Rock Mech Eng. 2018; 37(5): 1161-1168.
|
| [6] |
Li S, Lin Z, Mao J, et al. Experimental study on fractal dimension characteristics of acoustic emission of rock under multilevel uniaxial cyclic loading. Eng Mech. 2015; 32(9): 92-99.
|
| [7] |
Liang D, Zhang N, Xie L, Zhao G, Qian D. Damage and fractal evolution trends of sandstones under constant-amplitude and tiered cyclic loading and unloading based on acoustic emission. Int J Distrib Sens Netw. 2019; 15(7): 1-16.
|
| [8] |
Liu H, Bie P, Deng Y, et al. Research on mechanical properties and acoustic emission characteristics under uniaxial compression test of dolomite. Nonferrr Metal (Mining Section). 2020; 72(4): 63-69.
|
| [9] |
Liu H, Gao K, Zhu X. Experimental study on dynamic fatigue properties of dolomite samples under triaxial multilevel cyclic loading. Bull Eng Geol Environ. 2021; 80: 551-565.
|
| [10] |
Liu J, He X, Huang H, et al. Predicting gas flow rate in fractured shale reservoirs using discrete fracture model and GA-BP neural network method. Eng Anal Bound Elem. 2024; 159: 315-330.
|
| [11] |
Liu J, Qiu X, Yang J, Liang C, Dai J, Bian Y. Failure transition of shear-to-dilation band of rock salt under triaxial stresses. J Rock Mech Geotech Eng. 2024; 16(1): 56-64.
|
| [12] |
Liu W, Zhu X, Xu Q, et al. Acoustic emission of rock and its fractal feature under uniaxial compression. Water Resour Hydropower Eng. 2017; 48(9): 181-185.
|
| [13] |
Lu C, Dou L-M, Cao A, Wu X-R, Li Z-H. Research on microseismic activity rules in deep high-stress concentration district. Chin J Rock Mech Eng. 2008; 27(11): 2303.
|
| [14] |
Ma Z, Lan T, Pan Y, Ma J. Experimental study on the change rule of pore space in the creep process of saturated crushed mudstone. Chinese J Rock Mech Eng. 2009; 28(7): 1447-1454.
|
| [15] |
Roshan H, Masoumi H, Zhang YH, et al. Microstructural effects on mechanical properties of shaly sandstone. J Geotech Geoenvironmental Eng. 2018; 144(2):06017019.
|
| [16] |
Su C, Gu M, Tang X, et al. Experimental study of compaction characteristics of crushed stones from coal seam roof. Chinese J Rock Mech Eng. 2012; 31(1): 18-26.
|
| [17] |
Sun L, Ji H, Jiang H, et al. Experimental study on characteristics of broken caving and regularity of compaction deformation of rocks in caving zone in the weakly cemented strata. J China Coal Soc. 2017; 42(10): 2565-2572.
|
| [18] |
Wang C, Chang X, Liu Y. Fractal feature of acoustic emission sequences of different rocks unloading failure process under uniaxial compression. China Tungsten Ind. 2018; 33(5): 21-28.
|
| [19] |
Wang C, Liu J, Chen L, Liu J, Wang L, Liao Y. Creep constitutive model considering nonlinear creep degradation of fractured rock. Int J Min Sci Technol. 2024; 34(1): 105-116.
|
| [20] |
Xie H. Research review of the state key research development program of China: deep rock mechanics and mining theory. J China Coal Soc. 2019; 44(5): 1283-1305.
|
| [21] |
Xu D, Liu J, Liang C, et al. Effects of cyclic fatigue loads on surface topography evolution and hydro-mechanical properties in natural and artificial fracture. Eng Fail Anal. 2024a; 156:107801.
|
| [22] |
Xu D, Liu J, Liang C, et al. Fracture surface morphology effect on radial seepage flow in a horizontal single granite fracture. Bull Eng Geol Environ. 2024b; 83: 55.
|
| [23] |
Xu T, Fu M, Yang S, Heap MJ, Zhou G. A numerical meso-scale elasto-plastic damage model for modeling the deformation and fracturing of sandstone under cyclic loading. Rock Mech Rock Eng. 2021; 54(5): 4569-4591.
|
| [24] |
Yang C, Ma H, Liu J. Experimental study on deformation characteristics of salt rocks under cyclic loading and unloading. Rock Soil Mech. 2009; 30(12): 3562-3568.
|
| [25] |
Yang S, Yin P, Ranjith PG. Experimental study on mechanical behavior and brittleness characteristics of Longmaxi formation shale in Changning, Sichuan Basin, China. Rock Mech Rock Eng. 2020; 53: 2461-2483.
|
| [26] |
Yu B, Chen Z, Wu J. Experimental study on compaction and fractal characteristics of saturated broken rocks with different initial gradations. J Min Saf Eng. 2016; 33(2): 342-347.
|
| [27] |
Yu B, Chen Z, Wu J, Li N. Experimental study of compaction and fractal properties of grain size distribution of saturated crushed mudstone with different gradations. Rock Soil Mech. 2016; 37(7): 1887-1894.
|
| [28] |
Zhao C, Liu J, Lyu C, Chen W, Li X, Li Z. Experimental study on mechanical properties, permeability and energy characteristics of limestone from through-coal seam (TCS) tunnel. Eng Geol. 2022; 303:106673.
|
| [29] |
Zhu Y, Huang X, Guo J, Xiao F, Zhao F. Experimental study of fatigue characteristics of gypsum rock under cyclic loading. Chinese J Rock Mech Eng. 2017; 36(4): 940-952.
|
| [30] |
Zhu Z, Chen G, Xiao H, et al. Research on crack propagation of rock bridge based on multi-parameter analysis of acoustic emission. Chinese J Rock Mech Eng. 2018; 37(4): 909-918.
|
| [31] |
Zuo J, Lu J, Ghandriz R, et al. Mesoscale fracture behavior of Longmaxi outcrop shale with different bedding angles: experimental and numerical investigations. J Rock Mech Geotech Eng. 2020; 12(2): 297-309.
|
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2024 The Authors. Deep Underground Science and Engineering published by John Wiley & Sons Australia, Ltd on behalf of China University of Mining and Technology.