The following results were obtained from a standard compaction test on the soil. The value of specific gravity is .2.67 19.2 16.8 15.6 14.5 12.8 Moisture Content, w.c (%) 2.055 2.1 2.114 2.092 2.01 (Bulk Density, y (g/cm³ i)- Plot the dry density versus moisture content and give) ?the optimum water content and maximum dry density ?ii)- Find void ratio for each percent of water content) ?(iii)- Plot saturation line (Zero air void line)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The following results were obtained from a standard
compaction test on the soil. The value of specific gravity is
.2.67
19.2 16.8 15.6
14.5
12.8
Moisture Content, w.c
(%)
2.055 2.1 2.114 2.092 2.01
(Bulk Density, v (g/cm3
i)- Plot the dry density versus moisture content and give)
?the optimum water content and maximum dry density
?ii)- Find void ratio for each percent of water content)
?(iii)- Plot saturation line (Zero air void line)
?iv)- Plot the line of (90%) saturation)
v)- What the percentage of air voids at maximum dry unit)
?weight
vi)- Estimated the range of water to obtain 98.3%)
?compaction
Transcribed Image Text:The following results were obtained from a standard compaction test on the soil. The value of specific gravity is .2.67 19.2 16.8 15.6 14.5 12.8 Moisture Content, w.c (%) 2.055 2.1 2.114 2.092 2.01 (Bulk Density, v (g/cm3 i)- Plot the dry density versus moisture content and give) ?the optimum water content and maximum dry density ?ii)- Find void ratio for each percent of water content) ?(iii)- Plot saturation line (Zero air void line) ?iv)- Plot the line of (90%) saturation) v)- What the percentage of air voids at maximum dry unit) ?weight vi)- Estimated the range of water to obtain 98.3%) ?compaction
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