LL=25% PI=15% a. D10, D30, and D60 b. Uniformity coefficient, Cu
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Soil Deposits-origin, Grain-size, And Shape
Section: Chapter Questions
Problem 2.1P
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Following are the results of a sieve analysis from laboratory activity. Show the necessary calculation and draw the particle size distribution:
LL=25%
PI=15%
a. D10, D30, and D60
b. Uniformity coefficient, Cu
c. Coefficient of gradation, Cc
d.) USCS Classification
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