Stabilization of a Rock Mass Slide - Rock Mechanics Based on an Anisotropic Jointed Rock Model - page 816

Figure 25.22 shows the comparison between measured and calculated displacements
due to the excavation of the cut down to the lower berm, indicating good agreements.
In Figs. 25.23 and 25.24 the calculated displacements after installation of the tendons
until final excavation are represented. Also for this period good agreement between
measurement and analysis was achieved (Fig. 25.24). The same applies for the anchor
loads (Fig. 25.25).
Figure 25.23 Calculated displacements after installation of the tendons and final excavation
Figure 25.24 Horizontal displacements after installation of the tendons and final excavation,
comparison of measured and calculated displacements