-) 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

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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the results of the sieve analysis done on a soil are shown below: determine its classification using USCS a. SC b. ML c. CL d. SM e. none
The following data are the results of a sieve analysis. Detemine the percentage passing on sieve #60. Mass of soil Sieve no. Opening retained (mm) on each sieve 4 4.75 10 2 18.5 20 0.85 53.2 40 0.425 90.5 60 0.25 81.8 100 0.15 92.2 200 0.075 58.5 Pan 26.5 Select one: a. none of the choices b. 53 c. 92 d. 82 59
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