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2. Following are the results of a sieve analysis a. Determine the percent finer of each sieve and draw a grain-size distribution curve. b. Using the particle-size distribution curve determine the following: D₁0, D30, & D60- c. Calculate the uniformity coefficient, C.. d. Calculate the coefficient of gradation, C₂. U.S. Sieve Size 4 6 10 20 40 60 100 Mass of Soil Retained on each sieve (gram) 0 30 49 128 96 76 55

2. Following are the results of a sieve analysis a. Determine the percent finer of each sieve and draw a grain-size distribution curve. b. Using the particle-size distribution curve determine the following: D₁0, D30, & D60- c. Calculate the uniformity coefficient, C.. d. Calculate the coefficient of gradation, C₂. U.S. Sieve Size 4 6 10 20 40 60 100 Mass of Soil Retained on each sieve (gram) 0 30 49 128 96 76 55

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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2. Following are the results of a sieve analysis a. Determine the percent finer of each sieve and draw a grain-size distribution curve. b. Using the particle-size distribution curve determine the following: D₁0, D30, & D60- c. Calculate the uniformity coefficient, C. d. Calculate the coefficient of gradation, C. U.S. Sieve Size 4 6 10 20 40 60 100 Mass of Soil Retained on each sieve (gram) 0 30 49 128 96 76 55
Transcribed Image Text:2. Following are the results of a sieve analysis a. Determine the percent finer of each sieve and draw a grain-size distribution curve. b. Using the particle-size distribution curve determine the following: D₁0, D30, & D60- c. Calculate the uniformity coefficient, C. d. Calculate the coefficient of gradation, C. U.S. Sieve Size 4 6 10 20 40 60 100 Mass of Soil Retained on each sieve (gram) 0 30 49 128 96 76 55
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