1. Engineering
  2. Civil Engineering
  3. b...

Question: b...

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2.4 The following are the results of a sieve analysis. U.S. sieve no. 4 10 20 40 60 100 200 Pan Mass of soil retained (g) 0 18.5 53.2 90.5 81.8 92.2 58.5 26.5 a. Determine the percent finer than each sieve and plot a grain-size distri- bution curve b. Determine Dio, Do, and Doo for each soil. c. Calculate the uniformity coefficient Cu d. Calculate the coefficient of gradation C

b)

Repeat Problem 2.4 with the following data. retained on sieve no.each sieve (g) U.S 4 10 20 40 60 100 200 Pan 9.1 249.4 179.8 22.7 15.5 23.5

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