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Behavior of experimental arch dam, abutment of which has undergone large displacements
Idbar experimental arch dam, constructed to store floods, is founded on compressible soil; storage level is under no restraint either economical or of any other sort so that this dam is most adequate for experimental purposes; storage was filled before abutments were prepared to withstand water load; infiltrations have provoked underground erosion and some tunneling, which caused large deformations in right abutment rock; dam resisted in spite of displacements up to 119 mm at crest of abutments.
Behavior of experimental arch dam, abutment of which has undergone large displacements
Idbar experimental arch dam, constructed to store floods, is founded on compressible soil; storage level is under no restraint either economical or of any other sort so that this dam is most adequate for experimental purposes; storage was filled before abutments were prepared to withstand water load; infiltrations have provoked underground erosion and some tunneling, which caused large deformations in right abutment rock; dam resisted in spite of displacements up to 119 mm at crest of abutments.
Behavior of experimental arch dam, abutment of which has undergone large displacements
Comportement d'un barrage-voute experimental subissant, par suite d'infiltrations, de tres grandes deformations dans l'un de ses appuis
Milovanovic, D. (Autor:in)
9th International Congress on Large Dams ; 1967 ; Turkey , Istanbul
1967
13 pages
Aufsatz (Konferenz)
Französisch
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