The Krasnoyarsk hydroelectric station, the largest in the world, is being readied for operation Papers Pages: 675 - 676
Optimum lift height for placing concrete in large dams V. A. BurlakovE. E. Liskun Papers Pages: 690 - 694
Requirements on temperature conditions in massive blocks of columnar section poured on a concrete base of variable age A. P. EpifanovI. A. Petrova Papers Pages: 695 - 698
Effect of conveyance and storage methods on the quality of concrete aggregates N. A. ZinchenkoL. M. Garkun Papers Pages: 699 - 703
Cavitation tests of a model of the radial gate of the bottom outlet of the Krasnoyarsk Hydroelectric Station dam Yu. A. Grivnin Papers Pages: 704 - 709
Investigation of the stressed state of the lower part of the penstock of the Krasnoyarsk Hydroelectric Station A. M. Gol'dbergYa. M. ShiryaevS. N. Éigensen Papers Pages: 710 - 712
Stability analysis of rock abutments of arch dams (a practical problem of the mechanics of rock formation) S. I. Taicher Papers Pages: 715 - 721
Investigation of hydrodynamic pressure on the upstream face of dam during an earthquake G. P. Mamradze Papers Pages: 728 - 732
Selecting the type of high dam for regions of high seismic activity M. B. Ginzburg Papers Pages: 754 - 761
Conference on Rock Foundations of Hydraulic Structures L. K. DomanskiiN. A. FilimonovS. A. Frid Papers Pages: 764 - 766