Monitoring of fractured rock bolted slopes using intelligent terminal structure

Monitoring the stability of joints in fractured rock slopes has always been a focal point in geotechnical engineering and geohazard technology. To address the technical challenges in monitoring the stability of rock joints, this study proposes a novel intelligent terminal structure (ITS) for prestressed rock bolts installed in slope-support systems. To verify the responsiveness of the installed ITS to rock-joint deformation, three types of shear tests (direct and cyclic) are conducted on sleeve–rebar composite anchoring, rebar-end-grouting anchoring, and full-grouting rebar anchoring rock joints. The results confirm the utility of the ITS component tooth fracture in monitoring the shear deformation of the anchored rock joints. The responses of the ITS components are monitored during their on-site construction and installation in a fractured-rock-slope engineering project. Using an internet-of-things data software platform, the axial force monitoring data of the tooth-fracture responses of the ITS components of the fractured-rock-slope anchoring system are obtained under extreme cyclonic rainfall conditions. This technology has significant engineering application value in the monitoring and prediction of fractures in rock slopes under disturbed stress-load conditions.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2025-11-01
DOI
https://doi.org/10.1016/j.jrmge.2025.08.029
Citations
1
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.86
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article

Monitoring of fractured rock bolted slopes using intelligent terminal structure

Lin Yi, Xiaoli Liu, Zhenni Ye, Huan Sun et al.
1 citations
Journal of Rock Mechanics and Geotechnical Engineering
Rock Mechanics and Modeling
0.86
article

Monitoring of fractured rock bolted slopes using intelligent terminal structure

Lin Yi, Xiaoli Liu, Zhenni Ye, Huan Sun, Zimin Meng
article en
1 citations

Abstract

Monitoring the stability of joints in fractured rock slopes has always been a focal point in geotechnical engineering and geohazard technology. To address the technical challenges in monitoring the stability of rock joints, this study proposes a novel intelligent terminal structure (ITS) for prestressed rock bolts installed in slope-support systems. To verify the responsiveness of the installed ITS to rock-joint deformation, three types of shear tests (direct and cyclic) are conducted on sleeve–rebar composite anchoring, rebar-end-grouting anchoring, and full-grouting rebar anchoring rock joints. The results confirm the utility of the ITS component tooth fracture in monitoring the shear deformation of the anchored rock joints. The responses of the ITS components are monitored during their on-site construction and installation in a fractured-rock-slope engineering project. Using an internet-of-things data software platform, the axial force monitoring data of the tooth-fracture responses of the ITS components of the fractured-rock-slope anchoring system are obtained under extreme cyclonic rainfall conditions. This technology has significant engineering application value in the monitoring and prediction of fractures in rock slopes under disturbed stress-load conditions.

Journal of Rock Mechanics and Geotechnical Engineering
Hainan University (CN), Department of Ecology and Environment of Hainan Province (CN), Tsinghua University (CN)
Openalex Percentile: Top 23%
Rock Mechanics and Modeling
0.86
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Monitoring of fractured rock bolted slopes using intelligent terminal structure — Lin Yi, Xiaoli Liu, et al. · Journal of Rock Mechanics and Geotechnical Engineering (2025) | TGRS Research Map | TGRS