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A field compaction of the sandy loam was found to have a wet density of 2179 kg/m3 at a water content of 10 percent. The maximum dry density of the soil obtained in a standard proctor test was 2000 kg/m3. Assuming Gs = 2.7, compute: a) Dry unit weight of the in-situ soil b) Dry unit weight at zero air voids c) Degree of saturation of the in-situ soil d) Porosity e) Percent compaction on the field

A field compaction of the sandy loam was found to have a wet density of 2179 kg/m3 at a water content of 10 percent. The maximum dry density of the soil obtained in a standard proctor test was 2000 kg/m3. Assuming Gs = 2.7, compute: a) Dry unit weight of the in-situ soil b) Dry unit weight at zero air voids c) Degree of saturation of the in-situ soil d) Porosity e) Percent compaction on the field

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A field compaction of the sandy loam was found to have a wet density of 2179 kg/m3 at a water content of 10 percent. The maximum dry density of the soil obtained in a standard proctor test was 2000 kg/m3. Assuming Gs = 2.7, compute: a) Dry unit weight of the in-situ soil b) Dry unit weight at zero air voids c) Degree of saturation of the in-situ soil d) Porosity e) Percent compaction on the field
Transcribed Image Text:A field compaction of the sandy loam was found to have a wet density of 2179 kg/m3 at a water content of 10 percent. The maximum dry density of the soil obtained in a standard proctor test was 2000 kg/m3. Assuming Gs = 2.7, compute: a) Dry unit weight of the in-situ soil b) Dry unit weight at zero air voids c) Degree of saturation of the in-situ soil d) Porosity e) Percent compaction on the field
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