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Calculation of the state of thermal stress and strain of earth dams by the finite-element method

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. Ya. A. Kronik, “Use of the theory of thermoelasticity in problems of engineering geocryology,” in: Methods of Engineering-Geologic Investigations and Mapping of the Permafrost Region [in Russian], Yakutsk, No. 2 (1977).

  2. C. Truesdell, Elements of Continuum Mechanics, Springer-Verlag (1966).

  3. Ya. A. Kronik, “Some basic engineering-geologic problems in power construction in the permafrost region,” in: Methods of Engineering-Geologic Investigations and Mapping of Permafrost Region [in Russian], Yakutsk, No. 4 (1978).

  4. Ya. A. Kronik and I. I. Demin, “Calculation of the temperature regime of earth dams by the finite-element method,” Gidrotekh. Stroit., No. 1 (1979).

  5. S. I. Panov, “Forecast of the change in the state of stress and strain of the frozen core of an earth-rock dam during its thawing in operating period,” Izv. VNIIG,117 (1977).

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  8. L. N. Rasskazov and M. V. Vitenberg, “State of stress and strain of earth dams and their stability,” Tr. VNIIVODGEO, No. 34 (1972).

  9. Ya. A. Kronik, “Cryogenic processes in earth structures and foundations,” in: Reports of Soviet Scientists at the Third International Conference of Geocryology: “Engineering Geocryology” [in Russian], Nauka, Novosibirsk (1978).

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  10. E. D. Illarionov, “Calculations of static and dynamic loads on saturated foundations of structures and earth dams by the finite-element method,” Author's Abstract of Candidate's Dissertation, MISI, Moscow (1975).

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  11. Ya. A. Kronik, É. L. Kadkina, and S. G. Loseva, “Analysis of the state of the core soils of the channel dam of the Ust-Khantaika hydroelectric station,” Gidrotekh. Stroit., No. 11 (1978).

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Authors
  1. Ya. A. Kronik
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  2. I. I. Demin
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 33–37, March, 1981.

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Kronik, Y.A., Demin, I.I. Calculation of the state of thermal stress and strain of earth dams by the finite-element method. Hydrotechnical Construction 15, 168–174 (1981). https://doi.org/10.1007/BF01432263

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  • DOI: https://doi.org/10.1007/BF01432263

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