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Effect of the reservoir filling regime on the stress and strain state of an earth-rock dam

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. Yu. K. Zaretskii, E. D. Ilarionov, and V. V. Orekhov, “Analysis of the stress state and crack resistance of cores of earth-rock dams,” Énerg. Stroit., No. 12 (1978).

  2. Yu. K. Zaretskii, V. N. Lombardo, and M. E. Groshev, “Plastic flow of earth masses,” Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhitekh., Novosibirsk, No. 2 (1979).

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  3. O. Zienkiewicz, Finite-Element Method in Engineering [Russian translation], Mir, Moscow (1975).

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  4. Yu. K. Zaretskii et al., “Algorithms for calculation static loads on saturated soils,” Izv. VNIIG, No. 130 (1979).

  5. V. V. Orekhov, “Solution of problems of plastic flow of saturated soils by the finiteelement method,” Eksp.-Inf. Ser: Stroit. Gidroelektrostantsii Montazh Oborudovaniya, No. 11 (372) (1978).

  6. M. Yu. Garitselov, “Limit state of materials of earth dams,” Eksp.-Inf. Ser: Stroit. Gidroelektrostantsii Montazh Oborudovaniya, No. 5 (365) (1978).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 26–29, March, 1982.

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Zaretskii, Y.K., Orekhov, V.V. Effect of the reservoir filling regime on the stress and strain state of an earth-rock dam. Hydrotechnical Construction 16, 155–160 (1982). https://doi.org/10.1007/BF01439957

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  • DOI: https://doi.org/10.1007/BF01439957

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