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The Atterberg limits of a clay soil are: Liquid limit = 63%, Plastic limit = 40%, and shrinkage limit = 27%. If a sample of this soil has a volume of 10 cm3 at the liquid limit and a volume of 6.4 cm3 at the shrinkage limit, verify the specific gravity of solids, shrinkage ratio, and volumetric shrinkage.
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If y1 and y2 are alternate depths of a rectangular channel show that Yc³ =2y1²y2²/(y1+y2) Also specific energy E = y1²+y1y2+y2²/(y1+y2)
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