Anchoring Shearing Test for Joint Fissure Rock Mass and Slope Rock Mass Numerical Simulation Study
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Graphical Abstract
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Abstract
The paper discusses the mechanics mechanism of bolt reinforcement for joint fissure test pieces with the method of variable angle plate indoor model experiment, and analyzes the deformation of anchor control joint fissure slope by combining with the numerical simulation. The results show that the anchor reinforcement can not only improve the integrity of joint fissure rock mass, but also can well control the deformation of jointed slope.
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