| Citation: | ZHANG Wenxiang, CUI Qiang, QIU Haoci, LU Zhou, XI Banglu, ZHANG Zhenhua. On-site full-scale test research for difference of anti-pull bearing characteristics between single anchor and group anchors foundation of transmission lines[J]. Bulletin of Geological Science and Technology, 2024, 43(6): 114-124. doi: 10.19509/j.cnki.dzkq.tb20240221
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To investigate the differences in anti-pull bearing characteristics between single anchor and group anchors foundations of transmission lines,
this study employs a combination of theoretical analysis and field experiments. First, based on the structural characteristics, the bearing mechanisms of singleand group anchors were analyzed in terms of force and deformation. The full-length bonded anchors, commonly used in transmission line projects, were selected as the research object, with the granite ground in Quanzhou selected as the test site. On-site full-scale tests were conducted on three single anchors and four group anchors. Displacement sensors were used to monitor foundation and ground deformation, while optical frequency domain reflectometry (OFDR) recorded the strain in the anchor rods. The load-displacement curve of the test foundation and the internal force distribution along the anchor interface were obtained. Finally, a comparative analysis of the deformation and failure mechanisms for both anchor types was performed.
The results show that the load-displacement curve of a single anchor differs from that of group anchors, with plastic deformation being more pronounced in group anchors. In the initial stages of testing, anchor system displacement is primarily governed by the tension in the anchor bars, whereas at the end of the test, displacement is more influenced by slippage at the anchor-rock interface. The axial tension stress of the anchor rod decreases gradually with depth, reaching near-zero at depths of 2 to 3 m. The failure mode of a single anchor under tensile load is related to the saturated uniaxial compressive strength of rock, while the failure mode for group anchors is influenced by the number of single anchor. It is recommended that group anchors foundation tests be used to determine the bond strength at the anchor interface for design purposes in engineering applications.
The research findings can provide references for the selection and design of rock anchor foundations for transmission lines.
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