The invention discloses a method for calculating the 
slope stability safety coefficient based on 
strength reduction of a humidifying condition. The method comprises the steps of testing the 
dry density rhod, the natural 
moisture content 
omega1, and the percentage of saturated 
moisture content 
omega2 of a slope soil body sample, testing the cohesive force c and 
internal friction angles of samples with different 
moisture contents, and calculating the volume weight gamma of the samples, wherein the formula of 
internal friction angles is shown in the description; drawing the relation curves of the cohesive force c and the 
internal friction angles respectively with the moisture content 
omega, and obtaining a mathematic formula of a fitting relation curve; adopting a dichotomy approximation method and considering the volume 
weight change, and calculating the moisture content omegaF when the slope is in critical failure; calculating the 
slope stability safety coefficient F. According to the method for calculating the 
slope stability safety coefficient based on the 
strength reduction of the humidifying condition, anti-shearing strength of the slope soil body is reduced based on the humidifying condition, the method better conforms to the 
engineering practice that the moisture content of the soil body is increased, and thus the strength is lowered due to 
rainfall infiltration or 
irrigation or the like, and the shortcoming that a prior 
strength reduction method is not clear in mechanical concept is overcome. When strength reduction is conducted, the adverse influence of the increase of the volume weight of the soil body on the slope stability is further considered. Therefore, the method for calculating the slope stability safety coefficient based on the strength reduction of the humidifying condition is more scientific and 
safer.