双强度折减法在矿山地质边坡稳定性分析中的应用研究

Application study of double strength reduction method in stability analysis of mine geological slope

我国当下经济水平不断发展,各地随着矿山工程施工水平的提高都在不断地进行着大量基础建设项目。在当地的地质土壤情况较为复杂较难检测的省份开展基础的建设时,勘探从业者必须要对地质情况进行思考,尤其要考量地质边坡的稳定性对矿山工程项目建设运转的影响。而作为水工环地质工程师,要坚持“先勘察,后设计,再施工”的工作原则,将工程勘察的作用发挥出来,从而在最大程度上为之后的设计工作提供更为详细精准的地质工程资料,最终为工程建设做出贡献。鉴于此,本次研究通过在之前相关学者的研究成果上对双强度折减分析法的原理进行阐述,对双强度折减法应用于矿山地质边坡稳定性分析工作上的作用进行了研究阐述。

With the continuous development of China's current economic level,a large number of infrastructure projects are constantly being carried out around the country along with the improvement of the mining engineering construction level.When undertaking basic construction in a province where the geological and soil conditions are more complex and difficult to detect,exploration practitioners must consider the geological conditions,especially the impact of the stability of the geological slope on the construction and operation of the mine engineering project.As a hydraulic environment geological engineer,we should adhere to the working principle of"survey first,design later,and then construction",so as to give full play to the role of engineering survey,so as to provide more detailed and accurate geological engineering data for the design work to the greatest extent,and finally make contributions to the engineering construction.In view of this,this study elaborates the principle of double strength reduction analysis method based on the previous research results of relevant scholars,and studies and elaborates the role of double strength reduction method in the stability analysis of mine geological slope.