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Findings
of the static analysis of the arch dam Karakaya in Turkey
by Dr. sc. techn. ETH Rudolf Trinkner

3. Assumptions with Regards to Material Properties

 

In accordance with the final design and the model test, the following material properties were assumed in the described calculation:

  • E-Concrete = 350'000 kp/cm2
  • V-Concrete = 0.18
  • E-Foundation = 180'000 kp/cm2
  • V-Foundation = 0.0 (as assumed for the Vogt elements)
  • Concrete density = 2450 kg/m3