Model experimental analysis of the effect of inclined anchor rod arrangement on slope reinforcement
Currently,during the slope reinforcement process,the majority of arrangements use inclined anchor rods.When the slope undergoes a certain displacement,the inclined anchor rods primarily bear shear stress,with a very small ratio of axial force to shear stress,which results in insufficient utilization of the anchor rods'tensile strength,leading to excessive deformation of the slope.In this context,to fully utilize the tensile performance of anchor rods,this study designs a small-scale slope anchoring model to compare the effects of inclined and verti-cally inclined anchor arrangements on the bearing capacity and deformation of the slope under vertical loads at the slope crest.The experimental results indicate that,compared to inclined anchor arrangements,vertically inclined anchor arrangements can better utilize the tensile performance of the anchor rods and effectively reduce the vertical displacement at the slope crest.
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维普
