A modified Proctor compaction test was carried out using a cylindrical mold with a 1000 ml volume. Table 2 summarizes the results. a. Plot the compaction and ZAV curves (RD=2.75 and ρwater=1000 kg/m3) b. Determine the maximum dry density and the optimum moisture content Table 2 Moisture Content (%) Mass of Wet Sample (g) 10.5 2033.2 11.8 2146.6 13.0 2203.5 14.9 2183.1 16.4 2147.6 17.6 2116.8
A modified Proctor compaction test was carried out using a cylindrical mold with a 1000 ml volume. Table 2 summarizes the results. a. Plot the compaction and ZAV curves (RD=2.75 and ρwater=1000 kg/m3) b. Determine the maximum dry density and the optimum moisture content Table 2 Moisture Content (%) Mass of Wet Sample (g) 10.5 2033.2 11.8 2146.6 13.0 2203.5 14.9 2183.1 16.4 2147.6 17.6 2116.8
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.15P
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Question
A modified Proctor compaction test was carried out using a cylindrical mold
with a 1000 ml volume. Table 2 summarizes the results.
a. Plot the compaction and ZAV curves (RD=2.75 and ρwater=1000 kg/m3)
b. Determine the maximum dry density and the optimum moisture content
Table 2
Moisture Content
(%)
Mass of Wet
Sample (g)
10.5 2033.2
11.8 2146.6
13.0 2203.5
14.9 2183.1
16.4 2147.6
17.6 2116.8
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