1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil retained (g) 4 10 18.5 20 53.2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 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.
1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil retained (g) 4 10 18.5 20 53.2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 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.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.6P: Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....
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