Conclusions
-
1.
During the construction of the Nurek dam the necessity of building a transport tunnel on a road in the reservoir area, not envisaged in the earlier plan, became evident.
-
2.
On completion of stage I a part of tunnel No. 3 will be rebuilt and used as a permanent structure.
-
3.
In the transport tunnel No. 3 a simplified lining consisting of reinforced-concrete anchors and sprayed-concrete lining of 5-cm average thickness has been used over considerable lengths. Systematic observations are being conducted on the behavior of this lining.
Similar content being viewed by others
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 9–11, May, 1970.
Rights and permissions
About this article
Cite this article
Ilyushin, V.F., Perdikis, K.D. Transport tunnel No. 3 at the Nurek damsite. Hydrotechnical Construction 4, 394–398 (1970). https://doi.org/10.1007/BF02376134
Issue Date:
DOI: https://doi.org/10.1007/BF02376134