某水库近坝库区右岸滑坡工程地质研究OA

Taking the landslide body on the right bank of the Dahei Reservoir near the dam area in Jinning County as the research object,this article starts with the geological conditions of the landslide area,and combines geological surveying,drilling,in-situ testing and other survey methods to objectively,scientifically and comprehensively analyze and study the basic geological conditions,spatial morphology,material composition,rock(soil)structure,deformation mechanism,and physical and mechanical properties of the rock(soil)body of the landslide.By conducting outdoor and indoor tests,the stability analysis and calculation parameters of the landslide are obtained.The transfer coefficient method are used to calculate the stability coefficient of the landslide,and suggestions for landslide control were proposed.Finally,the engineering geological conclusion for landslide control was drawn.