3. Determine the classification of soil being used as a highway subgrade using AASHTO Classification System with the following data below. Sieve Analysis: Percent Finer No. 10 = 88% No. 40 = 75% No. 200 = 34% %3D Plasticity for the minus No. 40 Fraction Liquid Limit = 39% Plasticity Index = 12% %3D
3. Determine the classification of soil being used as a highway subgrade using AASHTO Classification System with the following data below. Sieve Analysis: Percent Finer No. 10 = 88% No. 40 = 75% No. 200 = 34% %3D Plasticity for the minus No. 40 Fraction Liquid Limit = 39% Plasticity Index = 12% %3D
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 2.12P: Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...
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