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 2.4P: For a soil, given: D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Calculate the uniformity coefficient...
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Gs 2.68. Determine (at optimum moisture content):
a. Void ratio
b. Degree of saturation 

Mass of the wet soil in the
Volume of Proctor Mold (cm³)
Moisture Content (w%)
mold (kg)
943.3
1.70
5.2
943.3
1.85
7.3
943.3
1.90
9.5
943.3
1.99
12.2
943.3
2.05
15.5
943.3
1.96
17.0
943.3
1.92
20.0
Transcribed Image Text:Mass of the wet soil in the Volume of Proctor Mold (cm³) Moisture Content (w%) mold (kg) 943.3 1.70 5.2 943.3 1.85 7.3 943.3 1.90 9.5 943.3 1.99 12.2 943.3 2.05 15.5 943.3 1.96 17.0 943.3 1.92 20.0
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