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- W2606038535 abstract "An unjointed mass of roller compacted concrete (RCC) can easily be proportioned and compacted so that it is essentially impermeable and 'watertight. ' Permeability tests of various field-placed RCC mixes verify this. Unfortunately, RCC is placed in layers, and seepage along the interface of each layer usually results. This potential seepage must be considered during design and be controlled by some method appropriate for structural stability, aesthetics, water loss concerns, and durability requirements. A variety of approaches can be taken toward dealing with this seepage. The most basic concept is to simply overbuild the dam so that it is stable under 100% uplift conditions. Another approach is to use a special bedding mix or joint preparation procedure between the layers." @default.
- W2606038535 created "2017-04-28" @default.
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- W2606038535 date "1985-01-01" @default.
- W2606038535 modified "2023-09-23" @default.
- W2606038535 title "Watertightness and Seepage Control in Roller Compacted Concrete Dams" @default.
- W2606038535 hasPublicationYear "1985" @default.
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