Fig. 8: Seepage results. | npj Natural Hazards

Fig. 8: Seepage results.

From: Continous–discontinous analysis of an unstable slope: evolution of damage zones and potential influencing areas

Fig. 8

a Saturation distribution after seepage. b Effective friction angle of unsaturated soil. c Effective cohesion of unsaturated soil. d Displacement after seepage. a Displays the distribution of soil saturation after seepage. b, c Shows the effective friction angle and effective cohesion of unsaturated soil after seepage, revealing the landslide mechanism, d Shows the impact of seepage on soil displacement.

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