Conclusions
Improvement in the reliability of existing dams and those under construction and design is treated as a complex problem in the USSR. It is resolved by careful computational and model verification of fundamental design solutions, the organization of a reliable construction and operational control over the structures, and the timely execution of needed repairs. Major attention is focused on detailed investigation of damages sustained by the structures, finding the causes of the damage, and developing measures for damage prevention.
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Literature cited
Lessons from Dam Failures, ICOLD, Complete edition, Paris (1974).
“Economic consideration may have helped from Teton Dam to failure,” Eng. News Record,8, No. 5, 198 (1977).
V. S. Serkova (editor), Operation of Hydroelectric Plants [in Russian], Énergiya, Moscow (1977).
S. N. Moiseev and I. S. Moiseev, Rock-and-Earthfill Dams [in Russian], Énergiya, Moscow (1977).
Field investigations of hydraulic structures, Proc. of Coordination Comm. on Hydr. Eng. [in Russian], No. 91, Énergiya, Leningrad (1974).
S. Ya. Éidel'man, Field Investigations of the Concrete Dam at the Bratsk Hydroelectric Plant [in Russian], Second edition, Énergiya, Leningrad (1975).
B. V. Shaikin, “Some results of observations of thermal cracking in the concrete in the Ust-Ilim dam,” Gidrotekh. Stroit., No. 1 (1978).
V. N. Durcheva and S. M. Puchkova, “The stressed state of the thrust face of the Ust-Ilim dam during the period of reservoir filling as determined from field observations and computational data,” News of the B. E. Vedeneev All-Union Scientific-Research Institute of Hydraulic Engineering [in Russian], Vol. 125, Énergiya, Leningrad (1978).
M. F. Skladnev, V. I. Sevast'yanov, N. S. Rozanov, and R. V. Krasovitskii, “Overall scientific research in the USSR in the field of hydropower construction,” Gidrotekh. Stroit., No. 12 (1970).
P. D. Evdokimov, D. D. Sapegin, and N. M. Karpov, “Investigation of the foundation strength of the Krasnoyarsk hydroelectric plant dam by the method of shearing of large-scale rock pollars” Gidrotekh. Stroit., No. 12 (1972).
Yu. A. Fishman, “Computing the stability and strength of rock foundations under concrete gravity dams,” Gidrotekh. Stroit., No. 5 (1976).
I. B. Sokolav and V. A. Logunova, Seepage and the Back Pressure of Water in the Concrete of Hydraulic Structures [in Russian], Énergiya, Moscow (1977).
L. P. Trapeznikov, “A two-dimensional model of the tensile failure of concrete with consideration of the structure and creep of the material. A description of the model,” News of the B. E. Vedeneev All-Union Scientific-Research Institute of Hydraulic Engineering [in Russian], Vol. 128, Énergiya, Leningrad (1979).
N. S. Rozanov and Ya. G. Skomorovskii, Model Studies of the Statics of Hydraulic Structures [in Russian], Énergiya, Moscow (1975).
L. V. Gorelik, Foundation-Consolidation Computations and the Design of Dams Formed from Earthen Materials [in Russian], Énergiya, Leningrad (1975).
K. I. Dzyuba, “Use of numerical methods to study the thermal-stress state of hydraulic structures,” Proc. of the Coordination Comm. on Hydraulic Engineering [in Russian], No. 103, Énergiya, Leningrad (1975).
M. S. Lamkin, Sh. N. Plyat, and A. A. Khrapkov, “Stressed state of a massive concrete dam with consideration of crack formation near the downstream face,” News of the B. E. Vedeneev All-Union Scientific-Research Institute of Hydraulic Engineering [in Russian], No. 100, Énergiya, Leningrad (1975).
A. V. Vovkushevskii and B. A. Shoikhet, “Modeling sections in massive concrete structures using ideal one-sided couplings,” News of the B. E. Vedeneev All-Union Scientific-Research Institute of Hydraulic Engineering, Énergiya, Leningrad (1977).
V. V. Bolotin, Static Methods in Structural Mechanics [in Russian], Nauka, Moscow (1965).
A. N. Zlatin and B. M. Nuller, “Optimum selection of the stiffness of thin-wall reinforcing components in contact problems of the theory of elasticity,” News of the B. E. Vedeneev All-Union Scientific-Research Institute of Hydraulic Engineering [in Russian], Vol. 110 (1976).
Construction Norms and Regulations (SNiP) II-54-77, Concrete and Reinforced-Concrete Dams. Design Standards. Stroiizdat, Moscow (1978).
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 6–10, August, 1979.
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Rozanov, N.S., Sokolov, I.B., Khrapkov, A.A. et al. Damages sustained by dams and investigation of provision for their reliability and safety. Hydrotechnical Construction 13, 745–753 (1979). https://doi.org/10.1007/BF02305302
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DOI: https://doi.org/10.1007/BF02305302