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A platform for research: civil engineering, architecture and urbanism
Influence of rock's elasticity modulus on behavior of arch dams or dome-shaped dams
Stresses, as well as radial, tangential, and angular deformations of two actual dams were calculated for values of coefficient n (expressing ratio of rock's and concrete's moduli of elasticity) ranging from 1 to 0.05; tests performed on plaster models confirmed validity of calculation method.
Influence of rock's elasticity modulus on behavior of arch dams or dome-shaped dams
Stresses, as well as radial, tangential, and angular deformations of two actual dams were calculated for values of coefficient n (expressing ratio of rock's and concrete's moduli of elasticity) ranging from 1 to 0.05; tests performed on plaster models confirmed validity of calculation method.
Influence of rock's elasticity modulus on behavior of arch dams or dome-shaped dams
Influence du module d'elasticite du rocher sur le comportement des barrages-voutes ou barrages en coupole
Stucky, J.P. (author)
1964
5 pages
Article (Journal)
English
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