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%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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
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