on, the mass of the soil sample inside a mold is estimated as 1710 grams. After drying, its mass was weighed again as 1538 grams. The diameter and the height of the mold is measured as 10.2 and 11.6 cm, respectively. Assuming that the specific gravity of solid particles, Gs=2.65 and density of water, ρw=1 gr/cm3, please answer the following questions: a) On the phase diagram provided, fill in the expressions into empty cells for volume, mass and weight  of air, water and solids. b) Estimate a) water content, b) bulk density, c) void ratio and d) degree of saturation. c) If maximum and minimum void ratios are estimated as 0.92 and 0.54, respectively, estimate the  relative density of the compacted soil sample in the P

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
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ISBN:9781305084766
Author:Saeed Moaveni
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Chapter17: Engineering Materials
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Problem 22P
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After compaction, the mass of the soil sample inside a mold is estimated as 1710 grams. After drying, its mass was weighed again as 1538 grams. The diameter and the height of the mold is measured as 10.2 and 11.6 cm, respectively. Assuming that the specific gravity of solid particles, Gs=2.65 and density of water, ρw=1 gr/cm3, please answer the following questions:

a) On the phase diagram provided, fill in the expressions into empty cells for volume, mass and weight 
of air, water and solids.

b) Estimate a) water content, b) bulk density, c) void ratio and d) degree of saturation.
c) If maximum and minimum void ratios are estimated as 0.92 and 0.54, respectively, estimate the 
relative density of the compacted soil sample in the Proctor mould.
d) If the soil is targeted to be compacted in the field to 95 % of Modified Proctor Test dry unit weight by 
using a compaction equipment, which provides similar compaction energy with the Modified Proctor 
Test, estimate the water contents corresponding to this target level based on the provided modified 
proctor test results

Volume
Mass
Normalized
Volume
(cm³)
(grams)
Air
Water
Solids
......
Total
1+e
.... ..
......
Transcribed Image Text:Volume Mass Normalized Volume (cm³) (grams) Air Water Solids ...... Total 1+e .... .. ......
Modified Compaction Curve
1.65
1.6
1.55
1.5
1.45
1.4
5
10
15
20
25
Water Content (%)
Dry Density (kN/m³)
Transcribed Image Text:Modified Compaction Curve 1.65 1.6 1.55 1.5 1.45 1.4 5 10 15 20 25 Water Content (%) Dry Density (kN/m³)
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