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Sieve No. Diameter (mm) Percent Passing 4 4.76 100 8 2.38 97 10 2.00 92 20 0.84 87 40 0.42 53 60 0.25 42 100 0.149 26 200 0.074 17 Liquid Limit = 35% Plasticit Limit = 20%

Sieve No. Diameter (mm) Percent Passing 4 4.76 100 8 2.38 97 10 2.00 92 20 0.84 87 40 0.42 53 60 0.25 42 100 0.149 26 200 0.074 17 Liquid Limit = 35% Plasticit Limit = 20%

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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Given the gathered data in sieve analysis of a soil sample;

1. Graph the soil properties in the particle distribution graph

2. Identify how many percent of gravel using AASHTO size classification of soil

3. Classify the soil using USCS

 

 

Sieve No. Diameter (mm) Percent Passing 4 4.76 100 8 2.38 97 10 2.00 92 20 0.84 87 40 0.42 53 60 0.25 42 100 0.149 26 200 0.074 17 Liquid Limit = 35% Plasticit Limit = 20%
Transcribed Image Text:Sieve No. Diameter (mm) Percent Passing 4 4.76 100 8 2.38 97 10 2.00 92 20 0.84 87 40 0.42 53 60 0.25 42 100 0.149 26 200 0.074 17 Liquid Limit = 35% Plasticit Limit = 20%
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