Calculation of the temporary diversion tunnel linings at the II level of the rogun hydroelectric station for seismic loads-Reference-Cited by-同舟云学术

Calculation of the temporary diversion tunnel linings at the II level of the rogun hydroelectric station for seismic loads

Published:1976-09 Issue:9 Volume:10 Page:855-859
ISSN:0018-8220
Container-title:Hydrotechnical Construction
language:en
Short-container-title:Hydrotechnical Construction

Author:

Fotieva N. N.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Geotechnical Engineering and Engineering Geology,Ocean Engineering,Water Science and Technology,Energy Engineering and Power Technology

Link

http://link.springer.com/content/pdf/10.1007/BF02379549.pdf

Reference7 articles.

1. N. N. Fotieva, “Calculation of the linings of noncircular tunnels constructed in seismic regions,” Osn., Fundam. Mekh. Gruntov. No. 3 (1976).

2. Sh. G. Napetvaridze, Seismic Stability of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1959).

3. G. L. Khesin, I. G. Kostin, and V. B. Zateev, “Investigation of stress concentration around holes in thin plates under the effect of compression waves,” Tr. MISI im. V. V. Kuibyshev, No. 73 (1970).

4. N. N. Fotieva, “Determination of stresses around the contour of an unsupported tunnel with consideration of seismic loads,” Gidrotekh. Stroitel'., No. 1 (1976).

5. N. N. Fotieva, Calculation of the Linings of Noncircular Tunnels [in Russian], Stroiizdat, Moscow (1974).

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1. Estimation of rock stability in the vicinity of underground workings and calculation of the tunnel linings of the Rogun hydroelectric station;Hydrotechnical Construction;1979-05