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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Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-

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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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