Study on Slope Stability using Vegetation Bag Reclamation under Rainfall Infiltration

Abstract

Abstract: The slope technical parameters using vegetation bag reclamation are introduced in detail，and the simulation analysis on stability under rainfall infiltration is studied by Sweden slice method and simplified Bishop method with the limit equilibrium theory.The research showed that the minimum coefficient of sliding stability under rainfall infiltration is 1.848，which is significantly higher than the codes 1.3 stipulated in.Slopes with vegetation bag reclamation significantly reduced the slope sliding trend，and its stability was remarkably increased.

Key words: Vegetation bag, Rainfall, Slope stability, Reclamation

LU Ming-Xing, GU Yan. Study on Slope Stability using Vegetation Bag Reclamation under Rainfall Infiltration[J]. Metal Mine, 2013, 42(02): 122-125.

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Study on Slope Stability using Vegetation Bag Reclamation under Rainfall Infiltration

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