Technical Papers
Feb 23, 2022

Analysis on Rock Fracture Signals and Exploration of Infrared Advance Prediction under True Triaxial Loading

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 5

Abstract

To predict the fractured rock failure under deep triaxial stress, true triaxial tests were carried out using thermal infrared monitoring and acoustic emissions (AE). Based on the thermal infrared imagery, which may hold potential information for predicting rock failure, this paper proposes the infrared temperature jumping rate (ITJR) to reflect the jumpiness of the temperature field matrix and establishes an infrared advance prediction method. The results show that the high-temperature area will converge and expand gradually, and cracks propagate along a certain direction. In the sudden-temperature-reduction area, rock stripping is easy to occur. At the boundary between high- and low-temperature areas, it is easy to produce breakage cracks and form rock spalling. In the short quiet period, the rock gradually gathers strain energy, which will be released in the fracture period. By comparing the time of AE sudden increase with the time of ITJR mutation, it shows that the method has a good advance prediction effect for rock fracture.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by the Joint Program between National Natural Science Foundation of China and Shandong Province (U1806209) and Fundamental Research Funds for the Central Universities (TP-19-021A3 and FRF-IDRY-19-002).

References

Barone, S., and E. A. Patterson. 1999. “The development of simultaneous thermo- and photo-elasticity for principal stress analyses.” Strain 35 (2): 57–65. https://doi.org/10.1111/j.1475-1305.1999.tb01127.x.
Brace, W. F., and D. L. Kohlstedt. 1980. “Limits on lithospheric stress imposed by laboratory experiments.” J. Geophys. Res.: Atmos. 85 (B11): 6248–6252. https://doi.org/10.1029/JB085iB11p06248.
Cai, M. 2008. “Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries-Insight from numerical modeling.” Int. J. Rock Mech. Min. Sci. 45 (5): 763–772. https://doi.org/10.1016/j.ijrmms.2007.07.026.
Cao, K., L. Ma, Y. Wu, N. M. Khan, A. J. S. Spearing, S. Hussain, and J. Yang. 2021. “Cyclic fatigue characteristics of rock failure using infrared radiation as precursor to violent failure: Experimental insights from loading and unloading response.” Fatigue Fract. Eng. Mater. Struct. 44 (2): 584–594. https://doi.org/10.1111/ffe.13362.
Cao, S., E. Yilmaz, W. Song, and G. Xue. 2019. “Assessment of acoustic emission and triaxial mechanical properties of rock-cemented tailings matrix composites.” Adv. Mater. Sci. Eng. 2019 (Oct): 6742392. https://doi.org/10.1155/2019/6742392.
Chang, C., and B. Haimson. 2000. “True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphibolites.” J. Geophys. Res.: Atmos. 105 (B8): 18999–19013. https://doi.org/10.1029/2000JB900184.
Chen, S., C. Yang, and G. Wang. 2017. “Evolution of thermal damage and permeability of Beishan granite.” Appl. Therm. Eng. 110 (Jan): 1533–1542. https://doi.org/10.1016/j.applthermaleng.2016.09.075.
Du, K., C. Yang, R. Su, M. Tao, and S. Wang. 2020. “Failure properties of cubic granite, marble, and sandstone specimens under true triaxial stress.” Int. J. Rock Mech. Min. Sci. 130 (Jun): 104309. https://doi.org/10.1016/j.ijrmms.2020.104309.
Du, S., G. Feng, Z. Li, T. Sarkodie-Gyan, J. Wang, Z. Ma, and W. Li. 2019. “Measurement and prediction of granite damage evolution in deep mine seams using acoustic emission.” Meas. Sci. Technol. 30 (11): 114002. https://doi.org/10.1088/1361-6501/ab329c.
Fairhurst, C. E., and J. A. Hudson. 1999. “Draft ISRM suggested method for the complete stress-strain curve for the intact rock in uniaxial compression.” Int. J. Rock Mech. Min. Sci. 36 (3): 279–289. https://doi.org/10.1016/S0148-9062(99)00006-6.
Feng, P., F. Dai, Y. Liu, N. W. Xu, and P. X. Fan. 2018. “Effects of coupled static and dynamic strain rates on mechanical behaviors of rock-like specimens containing pre-existing fissures under uniaxial compression.” Can. Geotech. J. 55 (5): 640–652. https://doi.org/10.1139/cgj-2017-0286.
Feng, X. T., Y. X. Xiao, G. L. Feng, Z. B. Yao, B. R. Chen, C. X. Yang, and G. S. Su. 2019. “Study on the development process of rockbursts.” [In Chinese.] Chin. J. Rock Mech. Eng. 38 (4): 649–673. https://doi.org/10.13722/j.cnki.jrme.2019.0103.
Feng, X.-T., Y. Gao, X. Zhang, Z. Wang, Y. Zhang, and Q. Han. 2020. “Evolution of the mechanical and strength parameters of hard rocks in the true triaxial cyclic loading and unloading tests.” Int. J. Rock Mech. Min. Sci. 131 (Jul): 104349. https://doi.org/10.1016/j.ijrmms.2020.104349.
Feng, X.-T., X. Zhang, R. Kong, and G. Wang. 2016. “A novel mogi type true triaxial testing apparatus and its use to obtain complete stress–strain curves of hard rocks.” Rock Mech. Rock Eng. 49 (5): 1649–1662. https://doi.org/10.1007/s00603-015-0875-y.
Gong, W., M. He, H. Yan, L. Li, and X. Xu. 2017. “Geomechanical model tests and infrared detection of rock responses for tunnels excavated in sedimentary rocks.” Procedia Eng. 191 (Jan): 20–30. https://doi.org/10.1016/j.proeng.2017.05.149.
Hao, J., L. Qiao, Z. Li, and Q. Li. 2021. “Study on the fracture behavior of prefabricated fissures granite based on DIC and laser scanning techniques.” Fatigue Fract. Eng. Mater. Struct. 44 (5): 1372–1390. https://doi.org/10.1111/ffe.13435.
He, M. 2011. “Physical modeling of an underground roadway excavation in geologically 45° inclined rock using infrared thermography.” Eng. Geol. 121 (3–4): 165–176. https://doi.org/10.1016/j.enggeo.2010.12.001.
He, M. C., W. L. Gong, H. M. Zhai, and H. P. Zhang. 2010a. “Physical modeling of deep ground excavation in geologically horizontal strata based on infrared thermography.” Tunnelling Underground Space Technol. 25 (4): 366–376. https://doi.org/10.1016/j.tust.2010.01.012.
He, M. C., J. L. Miao, and J. L. Feng. 2010b. “Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions.” Int. J. Rock Mech. Min. Sci. 47 (2): 286–298. https://doi.org/10.1016/j.ijrmms.2009.09.003.
Lee, H., and B. Haimson. 2011. “True triaxial strength, deformability, and brittle failure of granodiorite from the San Andreas Fault Observatory at depth.” Int. J. Rock Mech. Min. Sci. 48 (7): 1199–1207. https://doi.org/10.1016/j.ijrmms.2011.08.003.
Liu, X., Z. Liang, Y. Zhang, P. Liang, and B. Tian. 2018. “Experimental study on the monitoring of rockburst in tunnels under dry and saturated conditions using AE and infrared monitoring.” Tunnelling Underground Space Technol. 82 (Dec): 517–528. https://doi.org/10.1016/j.tust.2018.08.011.
Ma, L., Y. Zhang, K. Cao, and Z. Wang. 2019. “An experimental study on infrared radiation characteristics of sandstone samples under uniaxial loading.” Rock Mech. Rock Eng. 52 (9): 3493–3500. https://doi.org/10.1007/s00603-018-1688-6.
Mineo, S., and G. Pappalardo. 2016. “The use of infrared thermography for porosity assessment of intact rock.” Rock Mech. Rock Eng. 49 (Aug): 3027–3039. https://doi.org/10.1007/s00603-016-0992-2.
Mogi, K. 1967. “Effect of the intermediate principal stress on rock failure.” J. Geophys. Res. 72 (20): 5117–5131. https://doi.org/10.1029/JZ072i020p05117.
Niu, Y., and X. P. Zhou. 2020. “Fracture and time-varying multifractal behaviors of single-flawed red sandstone with different wavilness angles.” J. Mater. Civ. Eng. 32 (9): 04020272. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003328.
Pan, P.-Z., X.-T. Feng, and J. A. Hudson. 2012. “The influence of the intermediate principal stress on rock failure behaviour: A numerical study.” Eng. Geol. 124 (Jan): 109–118. https://doi.org/10.1016/j.enggeo.2011.10.008.
Shen, R., H. Li, E. Wang, T. Chen, T. Li, H. Tian, and Z. Hou. 2020. “Infrared radiation characteristics and fracture precursor information extraction of loaded sandstone samples with varying moisture contents.” Int. J. Rock Mech. Min. Sci. 130 (Jun): 104344. https://doi.org/10.1016/j.ijrmms.2020.104344.
Sun, H., L. Ma, N. Adeleke, and Y. Zhang. 2017a. “Background thermal noise correction methodology for average infrared radiation temperature of coal under uniaxial loading.” Infrared Phys. Technol. 81 (Mar): 157–165. https://doi.org/10.1016/j.infrared.2017.01.001.
Sun, X., H. Xu, M. He, and F. Zhang. 2017b. “Experimental investigation of the occurrence of rockburst in a rock specimen through infrared thermography and acoustic emission.” Int. J. Rock Mech. Min. Sci. 100 (93): 250–259. https://doi.org/10.1016/j.ijrmms.2017.02.005.
Tang, M. M., Z. Y. Wang, Y. L. Sun, and J. H. Ba. 2010. “Experimental study of mechanical properties of granite under low temperature.” [In Chinese.] Chin. J. Rock Mech. Eng. 29 (4): 787–794.
Wang, S., W. Xu, L. Yan, X.-T. Feng, W.-C. Xie, and H. Chen. 2020. “Experimental investigation and failure mechanism analysis for dacite under true triaxial unloading conditions.” Eng. Geol. 264 (Jan): 105407. https://doi.org/10.1016/j.enggeo.2019.105407.
Wu, L., S. Liu, H. Wu, and Y. Wu. 2002. “Changes in infrared radiation with rock deformation.” Int. J. Rock Mech. Min. Sci. 39 (6): 825–831. https://doi.org/10.1016/S1365-1609(02)00049-7.
Wu, L., S. Liu, Y. Wu, and C. Wang. 2006a. “Precursors for rock fracturing and failure—Part I: IRR image abnormalities.” Int. J. Rock Mech. Min. Sci. 43 (3): 473–482. https://doi.org/10.1016/j.ijrmms.2005.09.002.
Wu, L., S. Liu, Y. Wu, and C. Wang. 2006b. “Precursors for rock fracturing and failure—Part II: IRR T-Curve abnormalities.” Int. J. Rock Mech. Min. Sci. 43 (3): 483–493. https://doi.org/10.1016/j.ijrmms.2005.09.001.
Xiao, F., J. He, Z. Liu, Z. Shen, and G. Liu. 2019. “Analysis on warning signs of damage of coal samples with different water contents and relevant damage evolution based on acoustic emission and infrared characterization.” Infrared Phys. Technol. 97 (Mar): 287–299. https://doi.org/10.1016/j.infrared.2019.01.007.
Yan, B., X. Lai, H. Jia, E. Yilmaz, and C. Hou. 2021. “A solution to the time-dependent stress distribution in suborbicular backfilled stope interaction with creeping rock.” Adv. Civ. Eng. 2021 (Mar): 5533980. https://doi.org/.1155/2021/5533980.
Yang, L., W. Xu, E. Yilmaz, Q. Wang, and J. Qiu. 2020. “A combined experimental and numerical study on the triaxial and dynamic compression behavior of cemented tailings backfill.” Eng. Struct. 219 (Sep): 110957. https://doi.org/10.1016/j.engstruct.2020.110957.
Zhao, C., J. Niu, Q. Zhang, S. Yu, and C. Morita. 2019. “Numerical simulations on cracking behavior of rock-like specimens with single flaws under conditions of uniaxial and biaxial compressions.” J. Mater. Civ. Eng. 31 (12): 04019305. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002967.
Zhao, J., X.-T. Feng, X.-W. Zhang, Y.-Y. Zhang, and C.-X. Yang. 2018. “Brittle-ductile transition and failure mechanism of jinping marble under true triaxial compression.” Eng. Geol. 232 (Jan): 160–170. https://doi.org/10.1016/j.enggeo.2017.11.008.
Zhao, X. G., J. Wang, M. Cai, C. Cheng, L. K. Ma, R. Su, F. Zhao, and D. J. Li. 2014. “Influence of unloading rate on the strainburst characteristics of Beishan granite under true-triaxial unloading conditions.” Rock Mech. Rock Eng. 47 (2): 467–483. https://doi.org/10.1007/s00603-013-0443-2.
Zheng, Z., X.-T. Feng, C.-X. Yang, X.-W. Zhang, S.-J. Li, and S.-L. Qiu. 2020. “Post-peak deformation and failure behaviour of Jinping marble under true triaxial stresses.” Eng. Geol. 265 (Feb): 105444. https://doi.org/10.1016/j.enggeo.2019.105444.
Zhou, X.-P., J.-Z. Zhang, and F. Berto. 2020. “Fracture analysis in brittle sandstone by digital imaging and AE techniques: Role of flaw length ratio.” J. Mater. Civ. Eng. 32 (5): 04020085. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003151.

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Journal of Materials in Civil Engineering
Volume 34Issue 5May 2022

History

Received: Jun 15, 2021
Accepted: Sep 16, 2021
Published online: Feb 23, 2022
Published in print: May 1, 2022
Discussion open until: Jul 23, 2022

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Ph.D. Student, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China. ORCID: https://orcid.org/0000-0002-0975-1201. Email: [email protected]
Professor, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China. Email: [email protected]
Professor, School of Mining Engineering, North China Univ. of Science and Technology, Hebei 063210, China. Email: [email protected]
Associate Professor, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China (corresponding author). Email: [email protected]

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  • Some Thoughts about Infrared Radiation Response Characteristics during Loading of Sandstone Samples, Applied Sciences, 10.3390/app122312229, 12, 23, (12229), (2022).

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