The invention relates to a
slope stability rechecking method combining a Sweden arc method and
monitoring data, which specifically comprises the following steps of: looking up
geological survey data of a target slope, acquiring initial rock-soil body strength parameters and a
slope angle, arranging deformation sensors on the surface and underground of the slope, acquiring slope deformation data monitored in real time, and determining the
slope stability of the target slope according to the deformation data. Determining a potential arc slip plane of the slope according to the three points with the maximum deformation; equally dividing the soil body within the range of the potential arc slip plane according to the
fixed width, and directly calculating the center height and the vertical included angle of the ith soil strip through a
geometric analysis method based on the geometric parameters and the
slope angle of the potential arc slip plane; according to the initial rock-soil body
strength parameter, the calculated soil strip height and the vertical included angle, limit
equilibrium stability calculation is carried out, the
stability coefficient of the potential arc slip plane is obtained, and the
slope stability is rechecked. According to the method, a scientific decision basis is provided for slope safety management,
preventive maintenance and precise treatment become possible, and disasters are effectively avoided.