Hydrotechnical Construction

, Volume 16, Issue 9, pp 487–492 | Cite as

Zone of tensile stresses in the foundation of a concrete dam (from observation data)

  • V. N. Durcheva


Energy Source Tensile Stress Power Generation Power Engineer Renewable Energy Source 
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Literature cited

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    G. S. Geinats, A. N. Gol'din, A. A. Nikitin, D. D. Sapegin, A. A. Khrapkov, and R. A. Shiryaev, “Investigation of the interaction of a high concrete dam with a rock foundation,” in: Proceedings of Conferences and Meetings on Hydraulic Engineering. Interaction of a Concrete Dam with a Rock Foundation [in Russian], Énergiya, Leningrad (1979).Google Scholar
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    S. Ya. Éidel'man and V. N. Durcheva, The Ust'-Ilim Concrete Dam [in Russian], Énergiya, Moscow (1981).Google Scholar
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    A. P. Epifanov, V. E. Idel'son, and V. I. Sil'nitskii, “Compression of the upstream face of a dam with intercolumn joints during construction,” Ékspress-Inf. Ser. Stroit. Gidrotekh. Stan. Montazh Oborudovaniya, Informénergo, No. 2 (1977).Google Scholar
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    V. N. Durcheva and S. M. Puchkova, “On-site investigations of the contact zone of the Ust'-Ilim concrete dam,” Gidrotekh. Stroit., No. 6 (1980).Google Scholar
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    S. Ya. Éidel'man, On-Site Investigations of the Bratsk Concrete Dam [in Russian], Énergiya, Leningrad (1975).Google Scholar
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    A. P. Epifanov, V. V. Batukhtina, V. G. Patrusheva, and L. S. Permyakova, “State of the Kirovskoe dam in the first years of operation,” Gidrotekh. Stroit., No. 7 (1980).Google Scholar

Copyright information

© Plenum Publishing Corporation 1983

Authors and Affiliations

  • V. N. Durcheva

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