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Elastoplastic model of a deep tunnel for a rock with variable dilatancy

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References

  • Brown, E. T. et al. (1983): Ground Response Curves for Rock Tunnels. J. Geotech. Eng. Div. Am. Soc. Civil Eng., 109, 1, pp. 15–39.

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  • Detournay, E. (1986): An Approximate Statical Solution of the Elastoplastic Interface for the Problem of Galin with a Cohesive-Frictional Material. Int. J. Solids and Structures, in print.

  • Henrici, P. (1962): Discrete Variable Methods in Ordinary Differential Equations, John Wiley, New York.

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  • Salencon, J. (1969): Contraction Quasi-Statique d'une Cavité à Symétrie Sphérique ou Cylindrique dans un Milieu Elastoplastique. Annales des Ponts et Chaussées, Vol. 4, pp. 231–236.

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Detournay, E. Elastoplastic model of a deep tunnel for a rock with variable dilatancy. Rock Mech Rock Engng 19, 99–108 (1986). https://doi.org/10.1007/BF01042527

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  • DOI: https://doi.org/10.1007/BF01042527

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