A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction of the asphaltic concrete membrane of the rock-fill dam of the boguchany hydroelectric station
Conclusions 1. Experience has been gained at the construction site in constructing the membrane, including at negative outside air temperatures, which with sufficient financing will make it possible to place 15,000–20,000 m3/yr of asphaltic concrete even with the existing technology. 2. The composition of poured asphaltic concrete BKG-2 provides stability of its characteristics during hauling and placing in the membrane. 3. The existing technological regulations for conducting works preclude the possibility of the formation of discontinuities of the membrane both in the summer and winter construction periods.
Construction of the asphaltic concrete membrane of the rock-fill dam of the boguchany hydroelectric station
Conclusions 1. Experience has been gained at the construction site in constructing the membrane, including at negative outside air temperatures, which with sufficient financing will make it possible to place 15,000–20,000 m3/yr of asphaltic concrete even with the existing technology. 2. The composition of poured asphaltic concrete BKG-2 provides stability of its characteristics during hauling and placing in the membrane. 3. The existing technological regulations for conducting works preclude the possibility of the formation of discontinuities of the membrane both in the summer and winter construction periods.
Construction of the asphaltic concrete membrane of the rock-fill dam of the boguchany hydroelectric station
Kasatkin, Yu. N. (author) / Lyadov, Yu. D. (author) / Nogionov, Yu. N. (author) / Romanov, Yu. V. (author)
Hydrotechnical Construction ; 30 ; 360-365
1996-06-01
6 pages
Article (Journal)
Electronic Resource
English
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