Abstract
Based on the mathematical model of bank slope seepage under the distribution of atomized rain intensity, the relationship between the distribution of atomized rain intensity and the safety factor of slope stability under different geotechnical materials is discussed. The distribution of seepage field load under different distribution of atomized rain intensity is given.Based on the principle of limit equilibrium method, the calculation model of slope stability safety factor is established, and the corresponding stability safety factor is calculated.The relationship curve between the distribution of atomized rain intensity and the slope stability safety coefficient is given. The results show that the slope stability analysis method under the continuous distribution of atomized rain intensity can truly reflect the variation characteristics between the distribution of atomized rain intensity and the slope stability safety.
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