Civil Engineering Reference
In-Depth Information
Figure 24.34
Principal normal stresses, load case “storage level above dam crest”, simulation
of crack on upstream side and considering seepage forces resulting from equipotentials in Fig. 24.35
(Wittke et al. 2012)
Thus, it could be shown that vertical tensile stresses in the dam remain admissible to
fulfill the requirements of today's technical standards and the final stability proof could
be conducted.
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