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Construction was completed in 1957; reservoir is for annual storage and was filled 9 times to maximum water level since completion; deformations and displacements of dam are permanently controlled by pendulum measurements, clinometers, strain meters and geodesic measurements; however, deformation of dam shows also two nonelastic phenomena, plastic deformation of rock and shrinkage deformation of dam; first one happened during first storage in summer 1958, phenomenon which is often observed; second one has occurred during whole operating time and it seems at moment that these deformations will continue.
Construction was completed in 1957; reservoir is for annual storage and was filled 9 times to maximum water level since completion; deformations and displacements of dam are permanently controlled by pendulum measurements, clinometers, strain meters and geodesic measurements; however, deformation of dam shows also two nonelastic phenomena, plastic deformation of rock and shrinkage deformation of dam; first one happened during first storage in summer 1958, phenomenon which is often observed; second one has occurred during whole operating time and it seems at moment that these deformations will continue.
Long-time measurements in Mauvoisin arch-dam, highest arch dam in world
Mesures a longue echeance au barrage-voute de Mauvoisin
Gilg, B. (Autor:in)
9th International Congress on Large Dams ; 1967 ; Turkey , Istanbul
1967
15 pages
Aufsatz (Konferenz)
Französisch
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