The invention discloses a
loess high
slope stability analysis method suitable for the rainfall condition. According to the
loess high
slope stability analysis method, based on the Sweden
slice method, the situation that a sliding surface passes a back edge fracture end point and the position of 1 / 3 h of a slope surface is assumed, and meanwhile, the influence of rainfall weight increment and
loess water content change on the loess
slope stability is considered. The loess high
slope stability analysis method comprises the basic steps that 1, the loess c (w) and phi values are measured; 2, the depth of a back edge fracture is calculated; 3, the circle center range of an arc failure surface is determined; 4, circle centers and loess bodies separated in a striped mode are selected; 5, the rainfall weight increment coefficient Ki is calculated; 6, the
safety coefficient is calculated; 7, the different circle centers are selected by returning to the step 4 till the minimum
safety coefficient is calculated; and 8, the
water content value is changed, the step 4 is returned, and the minimum safety coefficients under different water contents are calculated. The loess high
slope stability analysis method suitable for the rainfall condition is simple and practical, the related calculating parameters are clear in significance and easy to acquire, the problem of the stability
estimation of a loess high slope can be effectively solved, and accordingly corresponding
geological disaster hidden dangers are eliminated.