The application provides a horizontal retaining structure vertical
bearing capacity analysis method,
system, device and medium, relates to the foundation pit
engineering and slope supporting technical field, and the method comprises the following steps: obtaining the earth pressure coefficient according to the soil body parameters of the upper and lower soil
layers of the foundation pit excavation surface; determining the inflection point depth according to the earth pressure coefficient and combining the weighted average unit weight of the upper and lower soil
layers of the foundation pit excavation surface respectively; dividing the support
pile of the horizontal retaining structure according to the inflection point depth, determining the positive friction resistance area and the negative friction resistance area of the support
pile, and obtaining the positive friction resistance of the positive friction resistance area and the negative friction resistance of the negative friction resistance area; determining the end resistance of the support
pile according to the pile body
diameter of the support pile and the end resistance characteristic value of the end soil layer of the support pile; and determining the vertical
bearing capacity of the horizontal retaining structure according to the positive friction resistance and the negative friction resistance, and combining the end resistance. The application improves the analysis precision of the vertical
bearing capacity of the horizontal retaining structure.