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Modelling the behaviour of a large landslide with respect to hydrogeological and geomechanical parameter heterogeneity

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Academic year: 2021

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Figure

Fig. 1 Location of the La Frasse landslide. Point A refers to the caption of Fig. 5
Fig. 3 Vertical cross section. Legend according Fig. 2; purple stabilised slide, dark purple moraine deposit, yellow former Grande-Eau River bed
Fig. 6 Location of some representative boreholes and total thickness of the landslide mass (active plus stabilised)
Fig. 9 Permeability field and values at finite elements layers 6 and 7 (near the main sliding surface)
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