Figure 14
From: Evolution process and failure mechanism of a large expressway roadside landslide
Typical deformation characteristics of slope toe protective wall: (a) location at K28 + 595 section; (b) (horizontal displacement) of slope toe protective wall (top) at K28 + 544 section after rainfall; (c) slope toe protective wall (top) deformation (horizontal displacement) in the extension direction of the Expressway on August 18, 2018, (c1) soil layer distribution during slope excavation, (c2) the displacement distribution.
