Findings
of the static analysis of the arch dam Karakaya in Turkey
by Dr. sc. techn. ETH Rudolf Trinkner
Content
1.
2.
2.1
2.2
3.
4.
5.
5.1
5.2
6.
6.1
6.2
7.
8.
Images
Content
1.
Introduction
2.
Method of Calculation and Theory
2.1
The Dam Body
2.2
Boundary Conditions
3.
Assumptions with Regards to Material Properties
4.
Dam Geometry
5.
Assumptions for Dam Loads
5.1
Self-weight
5.2
Hydrostatic Pressure
6.
Conclusions
6.1
Stresses
6.2
Displacements
7.
Comparison of the Conclusions with those of the Difference Method and Model Test
8.
Conclusions
+
Images