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Stress-strain state of unsealed gravity dams

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. E. N. Elizarov, “Construction of massive unsealed concrete dams,” Énergostroit. Rubezhom, No. 6 (1979).

  2. E. N. Elizarov, “Sectionalization of massive concrete dams by the method of organized cracking,” Énerg. Stroit., No. 4 (1980).

  3. P. V. Vovkushevskii and V. A. Zeiliger, Program for Solving the Problem of Elasticity with Unilateral Constraints and Poisson's Equation by the Finite-Element Method for the BÉSM-6 Computer (Code TUOS) [in Russian], VNIIG, Leningrad (1980).

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  4. P. I. Vasil'ev, L. I. Garkun, and A. P. Epifanov, “Permissible cracking in large gravity dams being constructed in regions with a harsh climate,” Énerg. Stroit., No. 9 (1979).

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  6. Development, Use, and Mastering of High-Speed Methods of Constructing Hydrostation Concrete Dams [in Russian], Orgénergostroi, Moscow (1983).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 17–22, March, 1985.

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Elizarov, E.N., Lamkin, M.S., Smyslova, N.N. et al. Stress-strain state of unsealed gravity dams. Hydrotechnical Construction 19, 130–135 (1985). https://doi.org/10.1007/BF01429087

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  • DOI: https://doi.org/10.1007/BF01429087

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