Using Unified Soil Classification System, determine the following:(a) Coefficient of Gradation(b) Group Symbol.Passing No. 4 = 47 %Passing No. 200 = 10 %D10 = 3.45 mm%3!D30 = 6.29 mmDe0 = 13.72 mmPlasticity for the minus No. 40 fraction:Liquid Limit = 28 %Plastic Limit = 17 %O GC-GMGP-GCO GCO Coef. Of Gradation = 0.84O GPO Coef. Of Gradation = 3.97

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Using Unified Soil Classification System, determine the following: (a) Coefficient of Gradation (b) Group Symbol. Passing No. 4 = 47 % Passing No. 200 = 10 % Dio = 3.45 mm D30 = 6.29 mm Deo = 13.72 mm Plasticity for the minus No. 40 fraction: Liquid Limit = 28 % Plastic Limit = 17 % O GC-GM O GP-GC O GC O Coef. Of Gradation = 0.84 O GP O Coef. Of Gradation = 3.97

Using Unified Soil Classification System, determine the following: (a) Coefficient of Gradation (b) Group Symbol. Passing No. 4 = 47 % Passing No. 200 = 10 % Dio = 3.45 mm D30 = 6.29 mm Deo = 13.72 mm Plasticity for the minus No. 40 fraction: Liquid Limit = 28 % Plastic Limit = 17 % O GC-GM O GP-GC O GC O Coef. Of Gradation = 0.84 O GP O Coef. Of Gradation = 3.97

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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