The following results were obtained from a standard compaction test on a soil: Mass (g) Water content (%) 2010 2092 2114 2100 2055 12.8 | 14.5 | 15.6 | 16.8 | 19.2 The value of G, is 2.67. The volume of the mould is 1000 cm. 1) Plot the curve of compaction and give the optimum water content and maximum dry density. 2) Plot also the curves of saturation for S=100%, S=95% and S=90%.
The following results were obtained from a standard compaction test on a soil: Mass (g) Water content (%) 2010 2092 2114 2100 2055 12.8 | 14.5 | 15.6 | 16.8 | 19.2 The value of G, is 2.67. The volume of the mould is 1000 cm. 1) Plot the curve of compaction and give the optimum water content and maximum dry density. 2) Plot also the curves of saturation for S=100%, S=95% and S=90%.
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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
Transcribed Image Text:The following results were obtained from a standard compaction test on a soil:
2010 2092 2114 | 2100 2055
Mass (g)
Water content (%) | 12.8 | 14.5 15.6 | 16.8 | 19.2
The value of G, is 2.67. The volume of the mould is 1000 cm³.
1) Plot the curve of compaction and give the optimum water content and maximum dry density.
2) Plot also the curves of saturation for S=100%, S=95% and S=90%.
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