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Analysis of the stresses and displacements in the arch of an underground powerhouse and in the surrounding rock mass by considering the excavation stages

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. V. S. Éristov, Yu. E. Khechinov, and S. A. Yufin, “Effect of excavation by stages on the stress and strain of structures of the underground generator rooms of hydroelectric stations,” Gidrotekh. Stroitel'., No. 7 (1972).

  2. K. M. Khuberyan and G. S. Tsintsadze, “Analysis of the arches of underground powerhouses with crane-supporting beams,” Gidrotekh. Stroitel'., No. 4 (1972).

  3. E. I. Teplitskii, “Rock pressure on underground structures,” in: Design and Construction of Underground Structures [in Russian], Proceedings of the Scientific-Research Institute for Foundations, No. 41, Moscow (1969).

  4. N. S. Chetyrkin, “Rock pressure on arches of large underground structures constructed at great depths,” Osnovaniya, Fundamenty i Podzemnye Sooruzheniya (1969).

  5. S. A. Yufin, “Use of the finite-element method in the analysis of the stress-strain distribution in underground hydraulic structures and in the surrounding rock mass,” Énergeticheskoe Stroitel'stvo za Rubezhom, No. 3

  6. Yu. N. Efimov, L. B. Sapozhnikov, and A. P. Troitskii, “Computer application of the finite-element method for solution of the plane problem of the theory of elasticity,” Izv. VNIIG,93 (1970).

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  8. S. A. Yufin, “Effect of construction of concrete arch in an underground powerhouse on the stress distribution in the surrounding rock mass,” Énergeticheskoe Stroitel'stvo, No. 3 (1973).

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  1. S. A. Yufin
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 16–21, September, 1974.

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Yufin, S.A. Analysis of the stresses and displacements in the arch of an underground powerhouse and in the surrounding rock mass by considering the excavation stages. Hydrotechnical Construction 8, 818–824 (1974). https://doi.org/10.1007/BF02380436

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  • DOI: https://doi.org/10.1007/BF02380436

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