-) The following are the results of a sieve analysis: US. Sieve No. Mass of Soil Retained on each Sieve 10 185 20 532 40 90.5 GO 818 100 922 200 pan 26.5 a. Determine the percent finer than each sieve size. US. Sieve No. Percent finer (%) 4 10 20 40 60 100 200 pan 100 90 80 70 60 50 40 30 20 10 0.05 Grain size (mm) –log scale b. From the graph, , determine the uniformity coefficient Cu c.Calculate the coefficient of gradation, Cc, Percent passing O0D0000
-) The following are the results of a sieve analysis: US. Sieve No. Mass of Soil Retained on each Sieve 10 185 20 532 40 90.5 GO 818 100 922 200 pan 26.5 a. Determine the percent finer than each sieve size. US. Sieve No. Percent finer (%) 4 10 20 40 60 100 200 pan 100 90 80 70 60 50 40 30 20 10 0.05 Grain size (mm) –log scale b. From the graph, , determine the uniformity coefficient Cu c.Calculate the coefficient of gradation, Cc, Percent passing O0D0000
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 2.1CTP: Three groups of students from the Geotechnical Engineering class collected soil-aggregate samples...
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