A sample of moist sand was cut out of a natural deposit by means of a sampling cylinder. The volume of the cylinder was 478 ml; the weight of the sample alone was 884 grams and 830 grams after drying. The volume of the dried sample, when rammed tight into a graduated cylinder, was 418 ml and its volume, when poured loosely into the same cylinder, was 616 ml. if the particle specific gravity was 2.67, compute the density index and the degree of saturation of the deposit
A sample of moist sand was cut out of a natural deposit by means of a sampling cylinder. The volume of the cylinder was 478 ml; the weight of the sample alone was 884 grams and 830 grams after drying. The volume of the dried sample, when rammed tight into a graduated cylinder, was 418 ml and its volume, when poured loosely into the same cylinder, was 616 ml. if the particle specific gravity was 2.67, compute the density index and the degree of saturation of the deposit
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A sample of moist sand was cut out of a natural deposit by means of a sampling cylinder. The volume of the cylinder was 478 ml; the weight of the sample alone was 884 grams and 830 grams after drying. The volume of the dried sample, when rammed tight into a graduated cylinder, was 418 ml and its volume, when poured loosely into the same cylinder, was 616 ml. if the particle specific gravity was 2.67, compute the density index and the degree of saturation of the deposit.
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