Staticheskie issledovaniya massivno-kontrforsnoi plotiny pri nalichii v osnovanii zon tektonicheskikh narushenii: Fid-Bau Portal

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Staticheskie issledovaniya massivno-kontrforsnoi plotiny pri nalichii v osnovanii zon tektonicheskikh narushenii

Grishin, M.M. / Orekhov, V.G. / Pystogov, V.I. / Shimel'Mits, G.I.

Statical study of roundhead buttress dam placed on foundation with faulted zones; tests of various buttress designs for 112.5 m high dam were conducted using 1 to 200 scale models; width of faulted zones under natural conditions was 4 m; models of dam body were of gypsumsand mixture with elasticity coefficient of 40,000 kg/sq cm; model foundation was gypsum-lime paste with coefficient of 8000 kg/sq cm; faulty zones in foundation were of rubber with elasticity coefficient of 80 kg/sq cm.

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Staticheskie issledovaniya massivno-kontrforsnoi plotiny pri nalichii v osnovanii zon tektonicheskikh narushenii

Grishin, M.M. / Orekhov, V.G. / Pystogov, V.I. / Shimel'Mits, G.I.

Statical study of roundhead buttress dam placed on foundation with faulted zones; tests of various buttress designs for 112.5 m high dam were conducted using 1 to 200 scale models; width of faulted zones under natural conditions was 4 m; models of dam body were of gypsumsand mixture with elasticity coefficient of 40,000 kg/sq cm; model foundation was gypsum-lime paste with coefficient of 8000 kg/sq cm; faulty zones in foundation were of rubber with elasticity coefficient of 80 kg/sq cm.

Staticheskie issledovaniya massivno-kontrforsnoi plotiny pri nalichii v osnovanii zon tektonicheskikh narushenii

Grishin, M.M. / Orekhov, V.G. / Pystogov, V.I. / Shimel'Mits, G.I.

Statical study of roundhead buttress dam placed on foundation with faulted zones; tests of various buttress designs for 112.5 m high dam were conducted using 1 to 200 scale models; width of faulted zones under natural conditions was 4 m; models of dam body were of gypsumsand mixture with elasticity coefficient of 40,000 kg/sq cm; model foundation was gypsum-lime paste with coefficient of 8000 kg/sq cm; faulty zones in foundation were of rubber with elasticity coefficient of 80 kg/sq cm.

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Title:

Staticheskie issledovaniya massivno-kontrforsnoi plotiny pri nalichii v osnovanii zon tektonicheskikh narushenii

Additional title:

Staticheskie issledovaniya massivno-kontrforsnoi plotiny pri nalichii v osnovanii zon tektonicheskikh narushenii

Contributors:

Grishin, M.M. (author) / Orekhov, V.G. (author) / Pystogov, V.I. (author) / Shimel'Mits, G.I. (author)

Published in:

Gidrotekhnicheskoe Stroitel'stvo

Publication date:

1966

Size:

4 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

Russian

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

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