Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/139507
Title: Analytical modeling of shear behaviors of rockbolts perpendicular to joints
Authors: Ma, Shuqi
Zhao, Zhiye
Peng, Jun
Gui, Yilin
Keywords: Engineering::Civil engineering
Issue Date: 2018
Source: Ma, S., Zhao, Z., Peng, J., & Gui, Y. (2018). Analytical modeling of shear behaviors of rockbolts perpendicular to joints. Construction and Building Materials, 175, 286-295. doi:10.1016/j.conbuildmat.2018.04.175
Journal: Construction and Building Materials
Abstract: Rockbolts have been used to minimize the deformation of underground excavations where the surrounding rock masses contain weak planes such as fractures, joints or faults. Rockbolts installed across rock joints are able to resist the opening and shearing movements of rock joints. One of the rockbolt failure modes encountered in the field is caused by the excessive shear loads. A simple analytical model based on the Beam on Elastic Foundation (BEM) method is proposed in this study to predict the shear responses of a bolt installed perpendicularly to rock joint. The shear load-displacement curve of a double shear test can be divided into three stages: the elastic stage, the elasto-plastic stage and the plastic stage. The foundation stiffness for each respective stage are varied with the curvature influencing zone Lc. The pretension effects are taken into account in the proposed analytical model. The model agrees well with the experimental shear tests, suggesting that the analytical model has the capability to predict the shear load-displacement curve of bolts crossing rock joints.
URI: https://hdl.handle.net/10356/139507
ISSN: 0950-0618
DOI: 10.1016/j.conbuildmat.2018.04.175
Rights: © 2018 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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