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For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing 4 10 20 40 80 200 100 95 83 65 43 22.3 Liquid Limit = 45 Plastic Limit = 25 Uniformity Coefficient = 5 Coefficient of Curvature = 1.7

For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing 4 10 20 40 80 200 100 95 83 65 43 22.3 Liquid Limit = 45 Plastic Limit = 25 Uniformity Coefficient = 5 Coefficient of Curvature = 1.7

Structural Analysis
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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Determine the group classification using the AASHTO Classification System. Explain every step and criteria that you considered that lead to your final choice of classification.

For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing 4 10 20 40 80 200 100 95 83 65 43 22.3 Liquid Limit = 45 Plastic Limit = 25 Uniformity Coefficient = 5 Coefficient of Curvature = 1.7
Transcribed Image Text:For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing 4 10 20 40 80 200 100 95 83 65 43 22.3 Liquid Limit = 45 Plastic Limit = 25 Uniformity Coefficient = 5 Coefficient of Curvature = 1.7
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