Sieve Size 80 63 50 40 20 10 4.75 2 1 0.5 0.25 0.16 0.08 LL PL (mm) PI Passing 100 100 100 100 100 100 100 99 98 97 97 97 97 41.23 30.13 11.10
Sieve Size 80 63 50 40 20 10 4.75 2 1 0.5 0.25 0.16 0.08 LL PL (mm) PI Passing 100 100 100 100 100 100 100 99 98 97 97 97 97 41.23 30.13 11.10
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter20: Engineering Economics
Section: Chapter Questions
Problem 44P
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(7)Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample . Draw grain size distribution curves for coarse-grained soils only
Note: use graph paper
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