Foundation analysis of an arch dam. Comparison of two modelling techniques: No tension and jointed rock material-Reference-Cited by-同舟云学术

Foundation analysis of an arch dam. Comparison of two modelling techniques: No tension and jointed rock material

Published:1985 Issue:3 Volume:18 Page:149-182
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Engng

Author:

Alonso Eduardo E.,Carol Ignacio

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF01112505.pdf

Reference9 articles.

1. Barton, N. R. (1971): A Relationship Between Joint Roughness and Joint Shear Strength. Proc. Int. Symp. Rock Fracture. ISRM, Nancy.

2. Carol, I., Alonso, E. E. (1983): A New Joint Element for the Analysis of Fractured Rock. Proc. of the 5th International Congress on Rock Mechanics. Melbourne. pp. F147-F151.

3. Gómez Navarro, J. L., Juan-Aracil, J. (1964): Saltos de agua y presas de embalse. Madrid: Tipografía Artística.

4. Goodman, R. R., Taylor, R. L., Brekke, T. L. (1968): A Model for the Mechanics of Jointed Rock. J. Soil Mech. and Found. Div. ASCE.94 (No. SM3), 637?659.

5. Goodman, R. E., St. John, C. (1977): Finite Element Analysis for Discontinuous Rocks. In Numerical Methods in Geotechnical Engineering. Ed. by Desai, C. S., Christian, V. T., London: MacGraw-Hill.

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