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Scientific-technical journal

Abstract

On the basis of the developed methodology and the complex of applied programs using the finite method, the problem of determining the stress state of a high earth dam with seismicity of the location. area of 8–9 points has been solved, taking into account design features and real heterogeneous physical and mechanical characteristics of the soil.

First Page

59

Last Page

63

References

[1]. Salyamova K.D., Turdiqulov X.X., Miftaxova I.R. raschet visokoy gruntovoy plotini s uchetom napryajennogo sostoyaniya i porovogo davleniya (s uchetom dannix naturnix nablyudeniy).//Vestnik BGTU im. V.G. SHuxova.2 019.№7. s. 24-32. [2]. Kartsivadze G.N. Seysmostoykost dorojnix iskusstvennix soorujeniy. M.Transport.1974.164s. [3]. Grishin M.M. Gidrotexnicheskie soorujeniya.ch.1 M.1979.-250s. [4]. Mirsaidov M.M., Godovannikov A.M. Seysmostoykost soorujeniy. Tashkent, «Uzbekistan», 2008, 220s. [5]. Salyamova K.D., Mityuleva V.V., i dr. Rekomendatsii po obespecheniyu seysmobezopasnosti gidrotexnicheskix soorujeniy v period ekspluatatsii.// Tashkent. Navruz.2018.168s.

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