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The writers discuss and give opinions on the main details of design and construction for the concrete‐face rockfill dam, including toe slab foundation treatment, dimensions, reinforcing, and grouting; face slab thickness, concrete quality, reinforcing, joints, and construction; the parapet wall and camber; and rockfill embankment foundation treatment, zoning, rock grading, rock quality, and construction. Current practice and recent trends are assessed and commented upon. Empirically derived specifications are offered.
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Cooke et al. (1987) studied this question.
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