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Figure 24.30
Displacements at the dam crest, monitoring and analysis (Wittke et al. 2012)
24.7
Back Analyses
A three-dimensional analysis model shown in Fig. 24.31 was established in order to
conduct the final stability proof by means of stress-strain and seepage flow analyses,
which were carried out using the FEM program codes FEST03 and HYD03 (Section
10.7). The monitoring results were interpreted and used to calibrate the analysis model.
Figure 24.31
Three-dimensional FE-mesh (Wittke et al. 2012)
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