If the specific gravity of soil was (2.73), Yw= 9.81 and the volume of mould = 944 cc: A) Finding the maximum dry unit weight of the compaction with the optimum moisture content. B) Calculate and then plot the dry unit weight with the optimum moisture content for different degrees of saturation which are (80% and 100%). C) Is the 30% air voids curve equal to the 80% saturation curve, calculate this.

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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Q 1//
The following table shows the standard proctor test for clay soil that
required:
Water
8
10
12
14
16
18
20
22
content
%
Mass of 1530 1607.4 1697.6 1775.6
1830 1902.8 1906.8
1904.24
1876.2
wet
sample
(g)
If the specific gravity of soil was (2.73), Yw= 9.81 and the volume of
mould = 944 cc:
A) Finding the maximum dry unit weight of the compaction with the
optimum moisture content.
B) Calculate and then plot the dry unit weight with the optimum moisture
content for different degrees of saturation which are (80% and 100%).
C) Is the 30% air voids curve equal to the 80% saturation curve,
calculate this.
Transcribed Image Text:Q 1// The following table shows the standard proctor test for clay soil that required: Water 8 10 12 14 16 18 20 22 content % Mass of 1530 1607.4 1697.6 1775.6 1830 1902.8 1906.8 1904.24 1876.2 wet sample (g) If the specific gravity of soil was (2.73), Yw= 9.81 and the volume of mould = 944 cc: A) Finding the maximum dry unit weight of the compaction with the optimum moisture content. B) Calculate and then plot the dry unit weight with the optimum moisture content for different degrees of saturation which are (80% and 100%). C) Is the 30% air voids curve equal to the 80% saturation curve, calculate this.
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