Soil Compaction roblem: The following data were obtained from a Proctor Test: Water 12 13 14 16 19 Content (%) Weight of Wet 17 18 18.7 19.3 | 18.9 Sample (N) The volume of the mold was 9.44 x 10-4 m³ (a) Determine the optimum water content and maximum dry unit weight (b) Plot the zero air voids line (c) Determine the degree of saturation at the maximum dry unit weight.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Soil Compaction
Problem: The following data were obtained from a Proctor Test:
Water
| 12 13 14 16
Content (%)
Weight of
Wet
17
18
18.7 19.3 18.9
Sample
(N)
The volume of the mold was 9.44 x 10-4 m³
(a) Determine the optimum water content and maximum dry unit weight
(b) Plot the zero air voids line
(c) Determine the degree of saturation at the maximum dry unit weight.
Transcribed Image Text:Soil Compaction Problem: The following data were obtained from a Proctor Test: Water | 12 13 14 16 Content (%) Weight of Wet 17 18 18.7 19.3 18.9 Sample (N) The volume of the mold was 9.44 x 10-4 m³ (a) Determine the optimum water content and maximum dry unit weight (b) Plot the zero air voids line (c) Determine the degree of saturation at the maximum dry unit weight.
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