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Placing the enclosing dikes for the foundation of the Lower-Kama hydroelectric station
Conclusions The utilization of coarse-material suction dredges for the construction of foundation pits from a supply of developed materials in the underwater portions for use in dikes, not only speeds up the placement operation, but has a significant economic effect as well.During construction of the foundation pits, based on the hydromechanics of soils with a gravel content up to 30%, it was found necessary to design the pit with underwater side slopes not steeper than 1 ∶ 3.
Placing the enclosing dikes for the foundation of the Lower-Kama hydroelectric station
Conclusions The utilization of coarse-material suction dredges for the construction of foundation pits from a supply of developed materials in the underwater portions for use in dikes, not only speeds up the placement operation, but has a significant economic effect as well.During construction of the foundation pits, based on the hydromechanics of soils with a gravel content up to 30%, it was found necessary to design the pit with underwater side slopes not steeper than 1 ∶ 3.
Placing the enclosing dikes for the foundation of the Lower-Kama hydroelectric station
Buevich, V. A. (author)
1967
Article (Journal)
English
BKL:
56.30
Wasserbau
Local classification TIB:
770/6550/8000
Placing the enclosing dikes for the foundation of the Lower-Kama hydroelectric station
Springer Verlag | 1967
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|Cutoff wall in the foundation pit of the Lower Kama hydroelectric station
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