From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain- size distribution curve (use the gradation curve, template ), (b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) the coefficient of gradation, Cc. Result of Sieve Analysis Mass of soil Sieve Diameter retained Number (mm) on each sieve (g) 4 4.750 29 10 2.000 40 20 0.850 48 40 0.425 125 60 0.250 227 100 0.150 90 200 0.075 35 Pan 24 I

From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain- size distribution curve (use the gradation curve, template ), (b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) the coefficient of gradation, Cc. Result of Sieve Analysis Mass of soil Sieve Diameter retained Number (mm) on each sieve (g) 4 4.750 29 10 2.000 40 20 0.850 48 40 0.425 125 60 0.250 227 100 0.150 90 200 0.075 35 Pan 24 I

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 2.2CTP: Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To...

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