Method for calculating slope stability safety coefficient based on strength reduction of humidifying condition
A technology of safety factor and strength reduction, which is applied in the field of analysis and calculation of the stability and safety factor of loess slope engineering, can solve the problems of progressive damage and destruction of soil, unclear concept of strength reduction mechanics, and failure to reflect the strength reduction. Mechanism of soil failure mechanics and other issues, to achieve the effect of preventing and predicting slope instability and failure, and scientific methods
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[0055] In this embodiment, the slope excavated by the trench reclamation project in Wanhuashan, Yan'an City, Shaanxi Province is selected for research. The slope height is 8m, the comprehensive slope ratio is 1:1, and the slope soil layer is uniform. Slope diagram as figure 2 shown. The dry density of the soil ρ d 1.35g / cm 3 , with a natural moisture content of 12%, belonging to Q 3 The physical properties of loess and soil samples are shown in Table 1. The saturated moisture content of the soil sample under rainfall conditions is 29% as measured by the indoor rainfall infiltration test. The basic mechanical properties of the measured soil samples are listed in Table 2.
[0056] Table 1 Physical properties of soil samples
[0057]
[0058] Table 2 Basic mechanical properties of soil samples
[0059]
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