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U.S. sieve no. Mass of soil retained (g) 4 28 10 42 20 48 40 128 60 221 100 86 200 40 Pan 24 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, Cu. d. Calculate the coefficient of gradation, Cc. SEMILOG GRAPH.pdf O Cengage Leaming 2014

U.S. sieve no. Mass of soil retained (g) 4 28 10 42 20 48 40 128 60 221 100 86 200 40 Pan 24 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, Cu. d. Calculate the coefficient of gradation, Cc. SEMILOG GRAPH.pdf O Cengage Leaming 2014

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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U.S. sieve no. Mass of soil retained (g) 4 28 10 42 20 48 40 128 60 221 100 86 200 40 Pan 24 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, Cu. d. Calculate the coefficient of gradation, Cc. SEMILOG GRAPH.pdf © Cengage Leaming 2014
Transcribed Image Text:U.S. sieve no. Mass of soil retained (g) 4 28 10 42 20 48 40 128 60 221 100 86 200 40 Pan 24 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, Cu. d. Calculate the coefficient of gradation, Cc. SEMILOG GRAPH.pdf © Cengage Leaming 2014
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