Table Q2(b)(i) shows the proctor compaction test results of bulk density and percentage of water content conducted in geotechnic laboratory. The test is performed on a subgrade soil sample with the specific gravity of solid is 2.75. Based on the statement; (i) With the plot of graph, compute the maximum dry density and optimum moisture content.
Table Q2(b)(i) shows the proctor compaction test results of bulk density and percentage of water content conducted in geotechnic laboratory. The test is performed on a subgrade soil sample with the specific gravity of solid is 2.75. Based on the statement; (i) With the plot of graph, compute the maximum dry density and optimum moisture content.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.23P
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Table Q2(b)(i) shows the proctor compaction test results of bulk density and
percentage of water content conducted in geotechnic laboratory. The test is
performed on a subgrade soil sample with the specific gravity of solid is
2.75. Based on the statement;
(i) With the plot of graph, compute the maximum dry density and
optimum moisture content.
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