journal article·2025-07-03

Optical-acoustic responses in uniaxial compression failure progress of fibre-reinforced cemented bodies

Kang Zhao, Jian Yang, Qizheng Huang, Yajing Yan, Jiale Chen, Qiang Nie

Publisher page

Abstract

Incorporation of fibers in the cemented body material can obviously improve its mechanical properties. Digital image correlation (DIC) and acoustic emission (AE) techniques were used to monitor the “optical-acoustic” response in uniaxial compression failure progress of the fiber-free and glass fiber-reinforced cemented bodies, and the response characteristics of the two methods in the stability monitoring of the cemented body as a support structure were discussed. The results show that the glass fiber-reinforced cemented body showed a failure to the internal structure after the peak strength, but the specimen remained intact without spalling and still maintained a long ductile deformation. The transverse displacement changes curve of the fiber-free cemented body appeared a “positive-negative turning point”. The transverse displacement of the glass fiber-reinforced cemented body is negatively correlated with the DIC time. The full-field strain information obtained by the DIC technique can be used to quantify the degree of damage on the surface of the cemented bodies, and the AE ringing count and energy signal response are more sensitive to the internal friction and impact of the cemented bodies. The results of the study can provide a reference for determining the stability monitoring method of the cemented body as a support structure.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Rock Mechanics and Modeling · Tailings Management and Properties · Geophysical Methods and Applications

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Ministry of Ecology and Environment

University of Science and Technology Beijing

Jiangxi University of Science and Technology

Funding

National Natural Science Foundation of China

References (51)

Show source-provided references
1. 10.1016/j.cemconres.2004.05.02010.1016/j.cemconres.2004.05.020 ↗
2. 10.1016/j.mineng.2019.10602510.1016/j.mineng.2019.106025 ↗
3. Cheng AP, Fu ZX, Liu LS, et al. Creep hardening-damage characteristics and nonlinear constitutive model of cemented backfill. J Min Saf Eng. 2022;39(3):449–457.
4. 10.1016/j.conbuildmat.2023.13065710.1016/j.conbuildmat.2023.130657 ↗
5. 10.1016/j.conbuildmat.2020.11972010.1016/j.conbuildmat.2020.119720 ↗
6. 10.1016/j.jrmge.2022.07.00710.1016/j.jrmge.2022.07.007 ↗
7. 10.1016/j.compstruct.2023.11672310.1016/j.compstruct.2023.116723 ↗
8. Zhao K, Huang M, Yan YJ, et al. Mechanical properties and synergistic deformation characteristics of tailings cemented filling assembled material body with different cement-tailings ratios. Chin J Rock Mech Eng. 2021;40(S1):2781–2789.
9. 10.1016/j.conbuildmat.2016.05.11810.1016/j.conbuildmat.2016.05.118 ↗
10. 10.1016/j.jclepro.2024.14193310.1016/j.jclepro.2024.141933 ↗
11. 10.1016/j.conbuildmat.2016.02.17910.1016/j.conbuildmat.2016.02.179 ↗
12. 10.1016/j.jenvman.2017.06.02710.1016/j.jenvman.2017.06.027 ↗
13. Xu WB, Li QL, Tian MM. Strength and deformation properties of polypropylene fiber-reinforced cemented tailings backfill. Chin J Eng. 2019;41(12):1618–1626.
14. 10.1007/s43452-020-00099-x10.1007/s43452-020-00099-x ↗
15. 10.1007/s43452-022-00436-210.1007/s43452-022-00436-2 ↗
16. Zhao K, Song YF, Yu X, et al. Study on early mechanical properties and damage constitutive model of cemented tailings backfill under different fibers. Chin J Rock Mech Eng. 2022;41(2):282–291.
17. 10.1016/j.conbuildmat.2019.06.20310.1016/j.conbuildmat.2019.06.203 ↗
18. 10.1007/s11709-021-0741-910.1007/s11709-021-0741-9 ↗
19. 10.1016/j.cemconcomp.2022.10474010.1016/j.cemconcomp.2022.104740 ↗
20. 10.1016/j.conbuildmat.2022.12751310.1016/j.conbuildmat.2022.127513 ↗
21. 10.1080/10589759.2019.157617510.1080/10589759.2019.1576175 ↗
22. Ma YS, Chen WZ, Yang DS, et al. Experimental study of brittle rock failure based on three-dimensional digital image correlation technique. Rock Soil Mech. 2017;38(1):117–123.
23. He MC, Wang Y, Liu DQ, et al. Experimental study on ultra-low friction effect of granite block based on two-dimensional digital image correlation technique. J China Coal Soc. 2018;43(10):2732–2740.
24. Zhang ZG, Feng J, Zhang MX, et al. Analysis of damage development of tunnel lining structure under train loads based on toughness characteristics of fiber concrete. Chin J Rock Mech Eng. 2020;39(12):2483–2504.
25. Li EQ, Feng JL, Zhu TY, et al. Examining type I fracture characteristics in layered slates with digital image correlation. J Min Saf Eng. 2021;38(5):979–987.
26. 10.1080/10589759.2022.207586510.1080/10589759.2022.2075865 ↗
27. 10.1080/10589759.2022.214430410.1080/10589759.2022.2144304 ↗
28. Wang XB, Zhang BW, Dong W, et al. Measurements of deformation and failure processes of clay specimens with holes based on two kinds of DIC methods. Chin J Undergr Space Eng. 2020;16(2):567–576.
29. Zhang QH, Chen C, Yuan L, et al. Early and intelligent recognition of dynamic cracks during damage of complex fractured rock masses based on DIC and YOLO algorithms. J China Coal Soc. 2022;47(3):1208–1219.
30. 10.1016/j.cemconcomp.2020.10376810.1016/j.cemconcomp.2020.103768 ↗
31. 10.1016/j.cemconcomp.2020.10377910.1016/j.cemconcomp.2020.103779 ↗
32. 10.1016/j.conbuildmat.2020.11925210.1016/j.conbuildmat.2020.119252 ↗
33. 10.1080/10589759.2016.124125210.1080/10589759.2016.1241252 ↗
34. 10.1016/j.conbuildmat.2020.12108910.1016/j.conbuildmat.2020.121089 ↗
35. Liu XL, Liu QL, Du K, et al. Acoustic emission features and P-wave first-motion polarity of tensile fractures in the rock. Chin J Eng. 2022;44(8):1315–1323.
36. Zhang YB, Zhang H, Liang P, et al. Experimental research on time-frequency characteristics of AE P-wave and S-wave of granite under failure process. Chin J Rock Mech Eng. 2019;38(S2):3554–3564.
37. 10.1080/10589759.2023.220149810.1080/10589759.2023.2201498 ↗
38. Wang Y, Gao SH, Meng HJ, et al. Investigation on acoustic emission characteristics and fracture network patterns of pre-flawed granite subjected to increasing-amplitude fatigue loads. Chin J Rock Mech Eng. 2021;40(10):1976–1989.
39. 10.1007/s10064-014-0673-x10.1007/s10064-014-0673-x ↗
40. 10.1016/j.conbuildmat.2021.12527810.1016/j.conbuildmat.2021.125278 ↗
41. 10.1155/2017/785759010.1155/2017/7857590 ↗
42. 10.1016/j.ijmst.2021.01.00810.1016/j.ijmst.2021.01.008 ↗
43. Zhao BC, Wamg JB, Zhang Q, et al. Experimental study on mechanical properties of filling-bulk ce-menting combination body. Coal Sci Technol. 2023;51(7):298–309.
44. Zhao YH, Ran HY, Feng GR, et al. Damage evolution and failure characteristics of cemented gangue backfill body with different height-width ratios under uniaxial compression. J Min Saf Eng. 2022;39(4):674–682.
45. 10.1007/s11356-022-23394-x10.1007/s11356-022-23394-x ↗
46. 10.1016/j.powtec.2023.11867810.1016/j.powtec.2023.118678 ↗
47. GB/T17671-1999. Method of testing cements–determination of strength [S]. Beijing, China: China Standards Press; 1999.
48. 10.1080/10589759.2023.224663310.1080/10589759.2023.2246633 ↗
49. 10.1007/s10064-024-03692-z10.1007/s10064-024-03692-z ↗
50. 10.3390/ma1620678610.3390/ma16206786 ↗
51. 10.3390/polym1608116110.3390/polym16081161 ↗