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.

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.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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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.