Find the value of Cc of the following soil data sampleWeightPercentageCumulative PercentageSieveWeight retained (gm) percentageretained (C)retainedfinerS.NOSelect one:O a. 10.85size(gm)N = (100 - C){W,/ W,} x 100175mm100O b. 7.3663mm100O c. 18.3450mm100O d. 2,96437.5mm45422.722.777.30528mm28514.2536.9563.05620mm20710.3547.3052.70714mm31815.9063.2036.80810mm20610.3073.5026.506.3mm1185.9079.4020.60105.0mm1025.1084.5015.50113.35mm643.2087.7012.30122.0mm884.4092.107.90131.18mm351.7593.856.1514600µ422.1095.154.8515300µ331.6597.602.4016150µ180.9098.501.501775µ221.1099.60.4018Pan80.40100In the pan wehave = 100W,= 20002-99.6 = 0.4 %of material2.3.

Solution Calculating the Coefficient of Curvature

Find the value of Cc of the following soil data sample Weight Percentage Cumulative Percentage Sieve Weight retained (gm) percentage retained (C) retained finer S.NO size Select one: (gm) N = (100 - C) {W,/ W,}x 100 O a. 10.85 1 75mm 100 O b. 7.36 63mm 100 O c. 18.34 3 50mm 100 O d. 2,96 4 37.5mm 454 22.7 22.7 77.30

Find the value of Cc of the following soil data sample Weight Percentage Cumulative Percentage Sieve Weight retained (gm) percentage retained (C) retained finer S.NO size Select one: (gm) N = (100 - C) {W,/ W,}x 100 O a. 10.85 1 75mm 100 O b. 7.36 63mm 100 O c. 18.34 3 50mm 100 O d. 2,96 4 37.5mm 454 22.7 22.7 77.30

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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