Abstract
Entirely grouted cable tendons are commonly used in mining engineering. They have superior working ability in reinforcing the excavated rocks and soils. During the working process of cable tendons, the force-transferring ability and the corresponding mechanism are significant in guaranteeing the safety of underground openings. To further understand the force-transferring mechanism of entirely grouted cable tendons, this paper provided a literature review on the force transfer of cable tendons. First, the force-transferring concept of entirely grouted cable tendons was summarised. The force-transferring process and failure modes of cable tendons were illustrated. Then, the experimental test program used in testing the entirely grouted cable tendons was summarised. The advantages and disadvantages of various test programs were illustrated. After that, the working ability of entirely grouted cable tendons was reviewed. The effect of various parameters on the working ability of cable tendons was summarised and compared. These parameters include the rock stiffness, embedment length, cement grout property, resin grout property, modified geometry, borehole size, rotation and pre-tensioning. Last, a discussion was provided to elaborate the working ability and force-transferring mechanism of entirely grouted cable bolts. This literature review is beneficial for researchers and engineers, furthering their understanding of the working ability of cable tendons.
Funder
National Natural Science Foundation of China
Open Fund of State Key Laboratory of Water Resource Protection and Utilization in Coal Mining
Subject
Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction
Reference94 articles.
1. Laboratory pull-out tests on fully grouted rock bolts and cable bolts: Results and lessons learned;Thenevin;J. Rock Mech. Geotech. Eng.,2017
2. Anchorage performance of a modified cable anchor subjected to different joint opening conditions;Chen;Constr Build. Mater.,2022
3. A data-driven field-scale approach to estimate the permeability of fractured rocks;Li;Int. J. Min. Reclam. Environ.,2022
4. Stability control of gob-side entry retained under the gob with close distance coal seams;Zhang;Int. J. Min. Sci. Technol.,2021
5. Farah, A., and Aref, K. (1986, January 11–15). Design considerations of fully grouted cable bolts. Proceedings of the 88th Annual General Meeting of CIM, Montreal, QC, Canada.