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

U.S Sieve size
Mass soil retained (g)
4
10
60
20
80
40
95
60
120
80
130
100
180
200
56
Pan
12
Transcribed Image Text:U.S Sieve size Mass soil retained (g) 4 10 60 20 80 40 95 60 120 80 130 100 180 200 56 Pan 12
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