Figure 11
From: Evolution process and failure mechanism of a large expressway roadside landslide
The panoramic photo of the supported slope, and the damage phenomenon in the deformation and failure evolution process (E1-E8 correspond to the time nodes in Fig. 9). (a) Supporting structure of slope; (b) deformation characteristics of the slope toe protective wall; (c) the first order frame beam deformed, damaged and out of ground contact; (d,e) drainage facilities cracking caused by the slope deformation; (f,g) tension cracks at the slope trailing edge.
