Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Yu. E. Khechinov"'
Publikováno v:
Hydrotechnical Construction. 29:133-137
1. Conversion to the mechanized method of driving extended tunnels (L>4 km), which limit the placement of the underground project into service under rather well understood and favorable geologic-engineering circumstances along the route of the tunnel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78f4b07c6eba3df97c019802e4c81820
https://doi.org/10.1007/bf01545804
https://doi.org/10.1007/bf01545804
Publikováno v:
Hydrotechnical Construction. 27:15-24
The lining of the pressure diversion tunnels of the Irganai hydrostation designed by Lengidroprotekt in accordance with type 1-a, representing an invert block reinforced with two rows of mesh and a monolithic part on the remaining perimeter and havin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35153218fe64ecac8c0e3fe44aef5fde
https://doi.org/10.1007/bf01545553
https://doi.org/10.1007/bf01545553
Autor:
Yu. E. Khechinov
Publikováno v:
Hydrotechnical Construction. 25:575-581
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a89777ad439754bd88a7ae3673d1899
https://doi.org/10.1007/bf01836484
https://doi.org/10.1007/bf01836484
Publikováno v:
Hydrotechnical Construction. 8:505-511
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::962bb2c68edb3a246d2026243d479bbe
https://doi.org/10.1007/bf02399148
https://doi.org/10.1007/bf02399148
Publikováno v:
Hydrotechnical Construction. 23:499-504
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::980dab8a154f9e0f77c8e5e625bd7d64
https://doi.org/10.1007/bf01432057
https://doi.org/10.1007/bf01432057
Autor:
G. T. Mikeladze, M. A. Tsiskarishvili, Yu. E. Khechinov, G. P. Andguladze, U. I. Godzhiashvili
Publikováno v:
Hydrotechnical Construction. 20:543-548
1. Under conditions of a complex mountain relief the pioneer method of damming a river channel with one-sided narrowing of the gap is the best and most economical. 2. Closing of the gap on small and medium rivers by placing preliminarily stockpiled s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe39225bcf1c7e954a865f03599942ba
https://doi.org/10.1007/bf01434191
https://doi.org/10.1007/bf01434191
Autor:
V. S. Éristov, Yu. E. Khechinov
Publikováno v:
Hydrotechnical Construction. 6:637-649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bdc11138de94293a01f6d351c6eb090
https://doi.org/10.1007/bf02377796
https://doi.org/10.1007/bf02377796