Published

1984-09-01

Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0

DOI:

https://doi.org/10.15446/ing.investig.n10.19490

Keywords:

Túneles circulares revestidos, Mecánica de rocas, Mecánica de suelos, Análisis elástico, Elasticidad, Revestimiento, Desplazamiento (es)
Lined circular tunnels, Rock mechanics, Soil mechanics, Elastic analysis, Elasticity, Lining, Displacement (en)

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Authors

  • Ricardo E. Barbosa Carrillo Universidad Nacional de Colombia
  • Jorge A. Rodríguez Ordoñez Universidad Nacional de Colombia

En el presente trabajo se desarrollaron las soluciones elásticas para túneles circulares revestidos, excavados en materiales con un estado inicial de esfuerzos σxo=Koσyo se formularon los modelos para resolver el problema utilizando la técnica de los elementos finitos.

References

Absi E. Souterrains et revetements circulaires. Annales de L'Institut Technique du Batiment et des Travaux Publics, 1968.

Bieniawski Z. Geomechanics Classification of rock masses and its application in tunneling. Third International Congress on Rock Mechanics, Denver, 1974.

Chugh Y., and Hard R. Analytical study of pressurized elliptical cavities. Fourteenth Symposium on Rock Mechanics, Pennsylvania, 1973.

Cook R. Concepts and applications of Finite Element Analysis. Jhon Wiley and Sons, London, 1974.

Duncan J., Byrne P., Wong K. and Mabry P. Strength stress-strain and bulk modulus parameters for finite element analysis of stresses and movements in soil masses. Report UCB/GT/80-0. University of California, Berkeley, 1980.

Duncan J. and Chang CH. Nonlinear analysis of stress and strain in soils. Journal of the soil mechanics and foundations division ASCE. Sept. 1970.

Hendron A. and Aiyer A. Stresses and strains around a cylindrical tunnel in an elasto-plastic material with dilatancy. Corps of Engineers Omaha, Nebraska, 1972.

Hoek E. and Brown E. Underground excavations in rock. Institution of Mining and Metallurgy. London, 1980.

Jaeger, J. C. Fundamentals of Rock Mechanics, Methuen and Co. Ltd. London, 1969.

Mayer A. Recent work in Rock Mechanics. Third Rankine Lecture, London, 1963.

Nieblec M. Proyecto y ejecución de túneles poco profundos en suelo, materiales de transición y roca. Primer Congreso Suramericano de Mecánica de Rocas, Bogotá. 1982.

Obert L. and Duval, W. Rock Mechanics and the Design of Structures in Rock. John Willey and Sons, New York, 1967.

Peck R. Deep excavations and tunneling in soft ground. Seventh International Conference on Soil Mechanics and Foundation Engineering, México, 1969.

Rabcewicz L. V. The New Austrian Tunneling. Method, Water Power 1955.

Rabcewicz L.V. and Golser J. Principles of Dimensioning the Supporting System for the New Austrian Tunneling Method. Water Power, 1973.

Sokolnikoff I. S. Mathematical Theory of Elasticity. McGraw-Hill, New York, 1956.

Stagg K. and Zienkiewicz D. Rock Mechanics in Engineering Practice. John Willey and Sons, London, 1968.

Terzaghi K. Rock Defects and Loads on Tunnel Supports. Tomado del libro Rock Tunneling with Steel Supports. The commercial shearing and stamping Co. Youngstown, Ohio, 1946.

Timoshenko S. and Goodier J. Theory of Elasticity. McGraw-Hill. Tokio, 1978.

Zienkiewicz O. C. The Finite Element Method. McGraw-Hill, London, 1977.

How to Cite

APA

Barbosa Carrillo, R. E. and Rodríguez Ordoñez, J. A. (1984). Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0. Ingeniería e Investigación, (10), 10–29. https://doi.org/10.15446/ing.investig.n10.19490

ACM

[1]
Barbosa Carrillo, R.E. and Rodríguez Ordoñez, J.A. 1984. Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0. Ingeniería e Investigación. 10 (Sep. 1984), 10–29. DOI:https://doi.org/10.15446/ing.investig.n10.19490.

ACS

(1)
Barbosa Carrillo, R. E.; Rodríguez Ordoñez, J. A. Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0. Ing. Inv. 1984, 10-29.

ABNT

BARBOSA CARRILLO, R. E.; RODRÍGUEZ ORDOÑEZ, J. A. Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0. Ingeniería e Investigación, [S. l.], n. 10, p. 10–29, 1984. DOI: 10.15446/ing.investig.n10.19490. Disponível em: https://revistas.unal.edu.co/index.php/ingeinv/article/view/19490. Acesso em: 4 apr. 2025.

Chicago

Barbosa Carrillo, Ricardo E., and Jorge A. Rodríguez Ordoñez. 1984. “Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0”. Ingeniería E Investigación, no. 10 (September):10-29. https://doi.org/10.15446/ing.investig.n10.19490.

Harvard

Barbosa Carrillo, R. E. and Rodríguez Ordoñez, J. A. (1984) “Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0”, Ingeniería e Investigación, (10), pp. 10–29. doi: 10.15446/ing.investig.n10.19490.

IEEE

[1]
R. E. Barbosa Carrillo and J. A. Rodríguez Ordoñez, “Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0”, Ing. Inv., no. 10, pp. 10–29, Sep. 1984.

MLA

Barbosa Carrillo, R. E., and J. A. Rodríguez Ordoñez. “Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0”. Ingeniería e Investigación, no. 10, Sept. 1984, pp. 10-29, doi:10.15446/ing.investig.n10.19490.

Turabian

Barbosa Carrillo, Ricardo E., and Jorge A. Rodríguez Ordoñez. “Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0”. Ingeniería e Investigación, no. 10 (September 1, 1984): 10–29. Accessed April 4, 2025. https://revistas.unal.edu.co/index.php/ingeinv/article/view/19490.

Vancouver

1.
Barbosa Carrillo RE, Rodríguez Ordoñez JA. Análisis de esfuerzos en túneles excavados en materiales con Ko diferente a 1.0. Ing. Inv. [Internet]. 1984 Sep. 1 [cited 2025 Apr. 4];(10):10-29. Available from: https://revistas.unal.edu.co/index.php/ingeinv/article/view/19490

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Copyright (c) 1984 Ricardo E. Barbosa Carrillo, Jorge A. Rodríguez Ordoñez

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