A standard compaction test was carried out in a mould of volume 0.001 m³1. Test results ar tabulated below: Table 2.1: Results of compaction test Moisture content (%) 12.8 14.5 15.6 16.8 19.2 Mass of wet soil (g) 2010 2092 2114 2100 2055 Specific gravity of solids Gs = 2.67 Determine (a) Maximum dry density. (b) Optimum (c) Saturation and moisture content 5% air wids lines 1

A standard compaction test was carried out in a mould of volume 0.001 m³1. Test results ar tabulated below: Table 2.1: Results of compaction test Moisture content (%) 12.8 14.5 15.6 16.8 19.2 Mass of wet soil (g) 2010 2092 2114 2100 2055 Specific gravity of solids Gs = 2.67 Determine (a) Maximum dry density. (b) Optimum (c) Saturation and moisture content 5% air wids lines 1

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 5.7P

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