5. Sieve analyses were performed on two soils. The table below summarizes the results of these analyses. Percent Passing Sieve No. Diameter (mm) Soil A Soil B 4 4.750 100 90 8 2.380 99 64 10 2.000 98 58 20 0.850 92 35 40 0.425 70 22 60 0.250 46 15 100 0.150 25 10 200 0.075 4 For each soil, (a) Do hand drawing of the particle-size distribution curve. (b) Determine the value of the coefficient of uniformity and the coefficient of gradation. (c) Classify the soils according to the Unified Soil Classification System.
5. Sieve analyses were performed on two soils. The table below summarizes the results of these analyses. Percent Passing Sieve No. Diameter (mm) Soil A Soil B 4 4.750 100 90 8 2.380 99 64 10 2.000 98 58 20 0.850 92 35 40 0.425 70 22 60 0.250 46 15 100 0.150 25 10 200 0.075 4 For each soil, (a) Do hand drawing of the particle-size distribution curve. (b) Determine the value of the coefficient of uniformity and the coefficient of gradation. (c) Classify the soils according to the Unified Soil Classification System.
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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