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Case study of slope stabilization using compression anchor and reinforced concrete beam

机译:压缩锚与钢筋混凝土梁稳定边坡的案例研究

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This paper presents a case study of rock slope reinforcement in a constructing highway through Henan Province in China. The soil strength parameters are obtained by the back stability analysis of a 26.7m high landslide. A reinforcement system combining compression anchor and concrete beam is used to stabilize the slope with 45m in height near the landslide. 12 monitors are installed in order to record the change of axial force of the selected anchors. The monitoring data shows that the axial forces of the selected anchors are all under design load. It is concluded that the reinforcement system is effective for stabilizing the slope in the landslide area.
机译:本文以中国河南省某正在建设的公路上的岩石边坡加固为例。土壤强度参数是通过对26.7m高的滑坡的后向稳定性分析获得的。结合了压力锚和混凝土梁的加固系统用于稳定滑坡附近45m高的边坡。为了记录所选锚的轴向力变化,安装了12个监视器。监测数据表明,所选锚的轴向力均处于设计载荷下。结论是,加固系统对于稳定滑坡区域的边坡是有效的。

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