| Autor: |
Starshinov, S., Zharkova, T. |
| Zdroj: |
Power Technology and Engineering (formerly Hydrotechnical Construction); November 1996, Vol. 30 Issue: 11 p664-669, 6p |
| Abstrakt: |
Conclusions: An increase of the crack resistance of structural members of outlet works can be achieved by: zonal placement of concrete with a maximum reduction of thickness (up to 0.5 m) of the layer of cavitation-resistant (high-grade) concrete with differentiated designation of heat insulation of the spillway surface corresponding to the seasonal conditions of performing the works; developing and realizing additional structural and technological measures for the masses surrounding the outlets on the basis of a more detailed analysis of the thermal-stress state of the blocks and consideration of the conditions of concreting them. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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