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Effect of soil deformation on statics of hollow gravity dams
Actual constraint condition of dam basis on stresses of hollow gravity dam are taken into account; investigation uses three-dimensional elastic equilibrium equations; solution is obtained using relaxation method applied to computer programming; numerical application to buttress dam illustrates importance of soil deformation, i.e. ratio of soil elasticity coefficient to that of dam.
Effect of soil deformation on statics of hollow gravity dams
Actual constraint condition of dam basis on stresses of hollow gravity dam are taken into account; investigation uses three-dimensional elastic equilibrium equations; solution is obtained using relaxation method applied to computer programming; numerical application to buttress dam illustrates importance of soil deformation, i.e. ratio of soil elasticity coefficient to that of dam.
Effect of soil deformation on statics of hollow gravity dams
Effetti della deformabilita del terreno sulla statica delle dighe a gravita alleggerite
Fontana, A. (author)
Energia Electrica ; 45
1968
12 pages
Article (Journal)
Italian
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