Civil Engineering Reference
In-Depth Information
Figure 24.12
Results of dilatometer tests and Lugeon tests, masonry (Wittke et al. 2012)
Parameters for Analysis
The results of the in-situ tests carried out in the masonry dam revealed an average
deformation modulus of some 10,000 MPa and permeability coefficients of 10
-7
to
10
-6
m/s. These parameters were used for the stability analyses of the dam.
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