黄峪口白云岩边坡变形机理分析及NPR锚索支护效果研究

    Analysis of deformation mechanism of dolomite slope in Huangyukou and study on supporting effect of NPR anchor cable

    • 摘要: 延庆黄峪口边坡具有丰富的白云岩资源,在降雨作用下出现了严重的失稳现象,边坡前缘及坡体表面出现了多条裂缝,目前,针对该边坡的失稳机理及支护对策缺乏精细剖析。本文通过现场调查、数值模拟实验的手段研究了强风化白云岩边坡的失稳机理, 并通过现场监测的方法验证了NPR锚索对该类破碎岩质边坡的支护效果。研究结果显示:白云岩边坡坡体多为张性切裂缝和剪切裂缝,滑坡主要发生蠕滑变形,滑坡属于牵引式顺层岩质滑坡;降雨对边坡的影响主要是岩土体饱和孔压和非饱和孔压共同作用的结果,雨水过大会导致边坡前缘处基岩软化,造成滑坡的发生;矿区内边坡通过NPR锚索的加固后稳定性得到明显提升,牛顿力基本保持在300 kN以上,可以实现对边坡的稳定性控制和远程实时监测预警。

       

      Abstract: The Huangyukou slope in Yanqing is rich in dolomite resources. Under the combined action of excavation, rainfall and artificial mining, there is a serious instability phenomenon. There are many cracks on the front edge of the landslide and the surface of the landslide. At present, the instability mechanism and support countermeasures of the slope are lack of detailed analysis. In this paper, the instability mechanism of strongly weathered dolomite slope is studied by means of field investigation and numerical simulation experiment, and the supporting effect of NPR anchor cable on this kind of broken rock slope is verified by field monitoring. The results show that the cracks in the dolomite slope are mostly tensile and shear cracks, and the landslide mainly occurs creep deformation. The landslide belongs to the traction bedding rock landslide. The influence of rainfall on the slope is mainly the result of the combined action of saturated pore pressure and unsaturated pore pressure of rock and soil. Excessive rainfall will lead to the softening of bedrock at the leading edge of the slope, resulting in the occurrence of landslide. Through the excavation method to enhance the stability of the slope, the stability of the slope in the mining area is obviously improved after the reinforcement of the NPR anchor cable, and the Newton force is basically maintained above 300 kN, which can realize the stability control and remote real-time monitoring and early warning of the slope.

       

    /

    返回文章
    返回