The application allows identifying the safety factor associated with the stability of a geosynthetic cover system installed along an infinite slope. It is identified by the ratio between the stabilizing friction forces and the destabilizing forces that tend to induce a downward translational movement of the soil placed above the synthetic cover.
The calculation algorithm involves identifying a control volume, of length L, with a thickness equal to T, on which the two components constituting the required FS are identified.
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