Tailing pond dam slope anti-sliding stability analysis method based on Sweden slice method
A technology of Swedish slice method and analysis method, applied in the field of anti-sliding stability analysis of tailings reservoir dam slope based on Swedish slice method, can solve the problems of heavy monitoring workload, consumption of manpower and material resources, system error, etc., and achieve program Simple and practical, objective calculation results, and simple indicators
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[0041] refer to figure 1 , the present invention proposes a method for analyzing the anti-sliding stability of the tailings reservoir dam slope based on the Swedish slice method, comprising the following steps:
[0042] Step 1: Determine the scope of the tailings dam according to the on-site geological survey, and determine the physical and mechanical parameters of the initial dam body, tailings accumulation body and dam foundation rock and soil layer of the tailings pond through rock and soil tests: what needs to be explained is that the main physical and mechanical parameters Including: the effective internal friction angle φ of the soil, the effective cohesion c of the soil, and the natural weight γ of the soil; at the same time, the position of the pore water pressure gauge on the dam slope of the tailings reservoir is selected, and the monitoring plan is compiled according to the field survey results.
[0043] Step 2: Determine the monitoring scope of the tailings pond ac...
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