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Construction and Testing of Models of Concrete Dams in the Elasto-Plasto-Viscous Range up to Failure

  • Emanuele Fumagalli

Abstract

Static model simulation of concrete dams, particularly arch dams, forms a field of research with wide and important applications and one in which the techniques of reproduction and testing have undergone successive stages of refinement and evolution, the result of much study and experience.

Keywords

Rock Mass Conventional Model Elastic Range Weight Load Downstream Face 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. [1]
    Model Test of Boulder Dam, Part V, Technical Investigations, Bulletin 3. Bureau of Reclamation, Denver, Colorado (1939).Google Scholar
  2. [2]
    Azevedo, M. C., Ferreira, J. E.: Construction of Models of Concrete Dams for Elastic Tests. Memoria L.N.E.C., Nr. 232, Lisbon (1964).Google Scholar
  3. [3]
    Beaujoint, N.: Modèle réduit en cautchouc du barrage de Roselend. Colloq. Intern. sur Modèles Réduits de Structures, Madrid (June 1959).Google Scholar
  4. [4]
    Fumagalli, E.: Stability of Arch Dam Rock Abutments. Bulletin Ismes Nr. 32 (May 1967).Google Scholar
  5. [5]
    Fumagalli, E.: Influence des fondations sur la mécanique de rupture des barrages-voûte. Proceedings 2nd Congress of I.S.R.M., Beograd, 1970, Bulletin Ismes Nr. 46 (October 1970).Google Scholar
  6. [6]
    Lauletta, E.: Thermoelastic Tests on Arch Dam Models. Bulletin Ismes Nr. 27 (October 1964).Google Scholar
  7. [7]
    Nizery, A., Remenieras, G., Beaujoint, N.: Etude sur modèle réduit des contraintes dans les barrages. Annales des Ponts et Chaussées (July-October 1953 ).Google Scholar
  8. [8]
    Oberti, G.: Essais sur modèles des barrages. Wasser-und Energiewirtschaft Nr. 7, 8, 9, 1956. Bulletin Ismes Nr. 7 (July 1957).Google Scholar
  9. [9]
    Oberti, G.: Arch Dams: Development of Model Researches in Italy. Bulletin Ismes Nr. 9 (December 1957).Google Scholar
  10. [10]
    Oberti, G.: Italian Arch Dam Design and Model Confirmation. Bulletin Ismes Nr. 14 (March 1960).Google Scholar
  11. [11]
    Oberti, G.: Modelos de presas de concreto y tuneles. Bulletin Ismes Nr. 37 (December 1967).Google Scholar
  12. [12]
    Oberti, G., Fumagalli, E.: Sul funzionamento statico della diga di Susqueda dall’analisi dei risultati sperimentali su modello. L’Energia Elettrica Nr. 7, Vol. XLVII (1970). Bulletin Ismes Nr. 47 (November 1970).Google Scholar
  13. [13]
    Oberti, G., Lauletta, E.: Evaluation Criteria for Factors of Safety. Model Test Results. Bulletin Ismes Nr. 25 (October 1964).Google Scholar
  14. [14]
    Réméniéras, G.: Quelques études et réalisations Françaises récentes dans le domaine des modèles structuraux. Convegno di Venezia su „I modelli nella tecnica“, Vol. 1 (October 1955).Google Scholar
  15. [15]
    Roberts, A.: A Model Study of Rock Foundation Problems underneath a Concrete Gravity Dam. British Society for Strain Measurement, Vol. 1, Nr. 3, 4–9 (July 1965).CrossRefGoogle Scholar
  16. [16].
    Rocha, M.: Structural Model Techniques: Some Recent Developments. Memoria L.N.E.C., Nr. 264, Lisboa (1965).Google Scholar
  17. [17]
    Rocha, M., Serafim, J. L.: Rupture Studies on Arch Dams by Means of Models. Water Power (1959).Google Scholar
  18. [18]
    Rocha, M., Serafim, J. L., Fernandez, A. G., Poole Da Costa, J.: Experimental Studies of Buttress and Multiple Arch Dams. Septième Congrès des Grands Barrages, Rome (1961).Google Scholar
  19. [19]
    Rocha, M., Serafim, J. L., Ferreira, M. J. E.: The Determination of the Safety Factor of Arch Dam by Means of Models. Proceedings, Symposium on Models of Structures, Madrid, 1959, Rilem Bulletin, Paris, New Series Nr. 7, 68–78 (June 1960).Google Scholar
  20. [20]
    Rocha, M., Serafim, J. L., Silveira, A. F.: Deformability of Foundation Rocks. 5th Congress on Large Dams, Report Nr. 75, Paris (1955).Google Scholar
  21. [21]
    Rocha, M., Silveira, A. F.: The Use of Models to Determine Temperature Stresses in Concrete Arch Dams Paper Nr. 23, Symposium on Concrete Dams Models, L.N.E.C., Lisboa (1963).Google Scholar
  22. [22]
    Rocha, M., Silveira, A. F., Cruz Azevedo, M. C.: Note on Some Comparison Between Experimental and Analytical Values of the Stresses and Displacements of Concrete Dams. Symposium on Concrete Dams Models, Lisboa (October 1963).Google Scholar
  23. [23]
    Serafim, J. L., Da Costa, G. P.: Methods and Materials for the Study of the Weight Stresses in Dams by Means of Models. Bulletin Rilem, Nr. 10 (March 1961).Google Scholar
  24. [24]
    Sparkes, S. R., Chapman, J. C., Cassel, A. C., Chitty, L., Hobbs, R. E.: Model Analyses of an Arch Dam with Different Valley Stiffnesses. Imperial College, Technical Report AD/5 (September 1965).Google Scholar

Copyright information

© Springer-Verlag Wien 1973

Authors and Affiliations

  • Emanuele Fumagalli
    • 1
  1. 1.Istituto Sperimentale Modelli e Strutture (ISMES)BergamoItaly

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