Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Absorption Volume (m³) Unit Aggregate Wt. Wt. (%) (kN/m) (kN/m) Sample 1 23.425 20.018 5.14 0.366 Sample 2 22.7 18.757 3.87 0.695 Sample 3 20.292 18.387 2.62 0.237 Where; Unit weight of water = 9.81 kN/m3 Determine the average free moisture content of the three samples.

Fundamentals of Geotechnical Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter3: Weight-volume Relationships And Plasticity
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Three samples of aggregates were taken weighed in moist and
dry condition.
Moist
Dry
Unit
Unit Absorption Volume
Aggregate
Wt.
Wt.
(%)
(m³)
(kN/m) (kN/m³)
Sample 1 23.425 20.018
5.14
0.366
Sample 2 22.7
18.757
3.87
0.695
Sample 3 20.292 18.387
2.62
0.237
Where;
Unit weight of water = 9.81 kN/m3
Determine the average free moisture content of the three
samples.
Transcribed Image Text:Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Unit Absorption Volume Aggregate Wt. Wt. (%) (m³) (kN/m) (kN/m³) Sample 1 23.425 20.018 5.14 0.366 Sample 2 22.7 18.757 3.87 0.695 Sample 3 20.292 18.387 2.62 0.237 Where; Unit weight of water = 9.81 kN/m3 Determine the average free moisture content of the three samples.
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