Discover the SciOpen Platform and Achieve Your Research Goals with Ease.
Search articles, authors, keywords, DOl and etc.
Deformable support systems are a new support technology for preventing geo-hazards such as large deformations of engineering rock masses, rock bursts, and roof falling. An intelligent terminal structure (ITS) is a device that consists of a memory tooth and a yield ring. It is assembled at the end of a traditional cable bolt and has the dual functions of adapting to the large deformation of rock masses and sensing the deformation of surrounding rock masses. This study focuses on adapting support systems to the deformation of rock masses dilation of tunnels and other underground engineering projects and monitoring the support systems. The design principle of the ITS of a cable bolt and the technical method for the perception of the deformation of a rock mass are proposed. The results determined that the CB-T6.0-R4.5 design parameters of the ITS of a cable bolt for a deformation support system of surrounding rock masses. This is beneficial for accurately recording the stress and deformation behavior of rock masses through the deformation of the ITS of a cable bolt. Therefore, the cable bolt with an ITS has important value for applications in deformable support technology and safety monitoring of engineering rock mass reinforcement.
C. D. Martin, R. S. Read, J. B. Martino. Observations of brittle failure around a circular test tunnel. Int J Rock Mech Min Sci, 1997, 34: 1065–1073.
A. Moss, P. K. Kaiser. An operational approach to ground control in deep mines. J Rock Mech Geotech Eng, 2022, 14: 67–81.
D. Q. Li, H. Masoumi, S. Saydam, et al. Mechanical characterisation of modified cable bolts under axial loading: An extensive parametric study. Rock Mech Rock Eng, 2018, 51: 2895–2910.
D. Q. Li, M. Cai, H. Masoumi. A constitutive model for modified cable bolts exhibiting cone shaped failure mode. Int J Rock Mech Min Sci, 2021, 145: 104855.
I. Thenevin, L. Blanco-Martin, F. Hadj-Hassen, et al. Laboratory pull-out tests on fully grouted rock bolts and cable bolts: Results and lessons learned. J Rock Mech Geotech Eng, 2017, 9: 843–855.
D. H. S. Zou. Analysis of in situ rock bolt loading status. Int J Rock Mech Min Sci, 2004, 41: 762–767.
C. C. Li. A new energy-absorbing bolt for rock support in high stress rock masses. Int J Rock Mech Min Sci, 2010, 47: 396–404.
M. C. He, S. L. Ren, H. T. Xu, et al. Experimental study on the shear performance of quasi-NPR steel bolted rock joints. J Rock Mech Geotech Eng, 2023, 15: 350–362.
M. Cai. Rock support in strainburst-prone ground. Int J Min Sc Technol, 2019, 29: 529–534.
M. Sharifzadeh, J. F. Lou, B. Crompton. Dynamic performance of energy-absorbing rockbolts based on laboratory test results. Part I: Evolution, deformation mechanisms, dynamic performance and classification. Tunnell Undergr Space Technol, 2020, 105: 103510.
C. C. Li. Principles and methods of rock support for rockburst control. J Rock Mech Geotech Eng, 2021, 13: 46–59.
J. Wang, D. B. Apel, H. W. Xu, et al. Evaluation of the performance of yielding rockbolts during rockbursts using numerical modeling method. Int J Coal Sci Technol, 2022, 9: 87.
G. Li, C. Zhu, H. L. Liu, et al. Energy balance support method in soft rock tunnel with energy absorbing anchor cable. Tunnell Undergr Space Technol, 2023, 141: 105380.
Y. Chen, C. C. Li. Performance of fully encapsulated rebar bolts and D-bolts under combined pull-and-shear loading. Tunnell Undergr Space Technol, 2015, 45: 99–106.
J. Hadjigeorgiou, Y. Potvin. A critical assessment of dynamic rock reinforcement and support testing facilities. Rock Mech Rock Eng, 2011, 44: 565–578.
M. Cai. Principles of rock support in burst-prone ground. Tunnell Undergr Space Technol, 2013, 36: 46–56.
L. M. Zhang, Y. Cong, F. Z. Meng, et al. Energy evolution analysis and failure criteria for rock under different stress paths. Acta Geotech, 2021, 16: 569–580.
P. Lin, Y. N. Zhou, H. Y. Liu, et al. Reinforcement design and stability analysis for large-span tailrace bifurcated tunnels with irregular geometry. Tunnell Undergr Space Technol, 2013, 38: 189–204.
P. Lin, H. Y. Liu, W. Y. Zhou. Experimental study on failure behaviour of deep tunnels under high in-situ stresses. Tunnell Undergr Space Technol, 2015, 46: 28–45.
H. S. B. Duzgun, H. H. Einstein. Assessment and management of roof fall risks in underground coal mines. Saf Sci, 2004, 42: 23–41.
B. Rahimi, M. Sharifzadeh, X. T. Feng. Ground behaviour analysis, support system design and construction strategies in deep hard rock mining—Justified in Western Australian’s mines. J Rock Mech Geotech Eng, 2020, 12: 1–20.
Aydan Ö. Dynamic response of support systems during excavation of underground openings. J Rock Mech Geotech Eng, 2019, 11: 954–964.
Z. Y. Deng, X. R. Liu, X. H. Zhou, et al. Field monitoring of mechanical parameters of deep-buried jacketed-pipes in rock: Guanjingkou water control project. Tunnell Undergr Space Technol, 2022, 125: 104531.
N. Vlachopoulos, D. Cruz, B. Forbes. Utilizing a novel fiber optic technology to capture the axial responses of fully grouted rock bolts. J Rock Mech Geotech Eng, 2018, 10: 222–235.
A. A. Mufti. FRPs and FOSs lead to innovation in Canadian civil engineering structures. Constr Build Mater, 2003, 17: 379–387.
X. Wang, B. Shi, G. Q. Wei, et al. Monitoring the behavior of segment joints in a shield tunnel using distributed fiber optic sensors. Struct Control Health Monit, 2018, 25: e2056.
D. Q. Li, H. Masoumi, S. Saydam, et al. Parametric study of fully grouted cable bolts subjected to axial loading. Can Geotech J, 2019, 56: 1514–1525.
A. Hillerborg, M. Modéer, P. E. Petersson. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem Concrete Res, 1976, 6: 773–781.
The articles published in this open access journal are distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.