Table Q3(a): I Item Mass of can Mass of can + m Mass of can + dr Mass of moisture Mass of dry soil Moisture content

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter16: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 16.3P
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An undisturbed soil sample was prepared for a triaxial testing. The cylindrical soil sample is 50 mm in diameter and 100 mm long. It has a mass of 360 g. After finding the mass of the entire sample, a small portion was removed and a moisture content test was performed on it. The result of the moisture content test is shown in Table 3(a). Given the specific gravity, G, is 2.70. (i) Compute the moisture content (%) of the soil sample. (ii) By using the soil phase diagram, determine the bulk density (kg/m³), dry density (kg/m³), void ratio, porosity (%) and degree of saturation (%) of the soil sample.
Table Q3(a): Moisture content test result
Item
Value
Unit
Mass of can
22
gram
Mass of can+ moist soil
Mass of can+ dry soil
125
gram
gram
gram
113
Mass of moisture
?
Mass of dry soil
Moisture content
gram
?
Transcribed Image Text:Table Q3(a): Moisture content test result Item Value Unit Mass of can 22 gram Mass of can+ moist soil Mass of can+ dry soil 125 gram gram gram 113 Mass of moisture ? Mass of dry soil Moisture content gram ?
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