Study On KunMing A College Stadium Slope Landslide Analysis And Control Measures

This paper KunMing University Sports Ground slope of a landslide for the study, engineering geological conditions from the main analysis and expansive soil, peat starting with engineering geological characteristics of the slope of the geotechnical engineering geological characteristics, landslides instability mechanism and governance measures were studied. Mainly through soil slope of expansive soil expansion and shrinkage properties and characteristics of strength, that the slope in the region more expansive soil moisture, with higher potential contraction; expansive soils with low to medium-low compression compression; expansion of the initial moisture content increases with the decrease, with the dry weight of the increases through the peat material composition and microstructure of the indoor X-ray diffraction and scanning electron microscopy (SEM) test, and the scene DMT pilot study, test results of the high content of organic matter in peat, the honeycomb structure, and overhead structure and the structure determines the spherical peat engineering geological characteristics of the poor, while DMT test than that more generally conventional test pilot indicators.Combining engineering geological characteristics of the landslide slope deformation mechanism of damage that the department slope failure mode of deformation landslide creep -tension destruction, and supported by numerical simulation of a detailed analysis of the landslide-induced factors and Slope stability factors, and the causes for the revival of Landslide done a deeper analysis of the types of features found in the water, the impact of external and preliminary engineering control measures quality is the main reason for the slope landslide.Finally, based on these studies and analyses, the landslide control programme selection, to consider a comprehensive, integrated management of the slope measures and management measures, focusing on the major projects in the content (anti-slide reinforced concrete bored piles, gravity block Green slopes and retaining walls slope, etc.) for the preliminary design of positioning, engineering control measures adopted after the end of treatment effect of the monitoring, management and proper measures, effective from the fundamental solution to the slope deformation and damage the safety of landslide . The research results of a similar landslide slope stability studies and project management with realistic significance.