Test 3. Unit Weight Determination Mass of mold, M1 (gm) Mass of mold + moist soil, M2 (gm) Mass of moist soil, M2- M1 (gm) Volume of the proctor mold (cm') 3kg 44kg 1.4 kg 349 4.5kg qG 349 Moist density of the soil, M2 - M1 (gm Vmold cm Moist unit weight (kN/m³) Moisture Content & Dry Unit Weight Determination Moisture can number 3. 2669 Mass of moisture can, M3 (gm) Mass of can + moist soil, M4 (gm) Mass of can + dry soil, Ms (gm) Moisture Content, 29.999 70.699 81-56 59.92g 67.88 66-786 35.70 M4 – M5 w(%) M5 - M3 35.85 38-82 41-91 38.82 x100% Dry Unit Weight of Compaction Y. Ya = w(%) 1+ 100

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.14P: A hydrometer test has the following result: Gs = 2.65, temperature of water = 26 C, and L = 10.4 cm...
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compute for moist density of the soil, moist unit weight, and dry unit weight of compaction

D.
General Data:
Test
1
3
Unit Weight Determination
Mass of mold, M1 (gm)
Mass of mold + moist soil, M2 (gm)
Mass of moist soil, M2- M1 (gm)
Volume of the proctor mold (cm')
Moist density of the soil,
M2 - M1 (gm
3kg
4.4kg
1.4 Eg
349
4.5kg
319
9.6
|-5 kg
/30ft Ysofte
Y30P3
Vmold
Moist unit weight (kN/m³)
cm3
Moisture Content & Dry Unit Weight Determination
Moisture can number
1
2
3
28.71
81.56
66-789
Mass of moisture can, M3 (gm)
26:64
Mass of can + moist soil, M4 (gm)
Mass of can + dry soil, Ms (gm)
Moisture Content,
29.999
70.659
59.929
67.88
35.70
M4 – M5
35.85 38-82
41.91
|
w(%) =
x100%
38.82
%3D
M5 – M3
Dry Unit Weight of Compaction
Y
w(%)
1+
100
= PA
2.
Transcribed Image Text:D. General Data: Test 1 3 Unit Weight Determination Mass of mold, M1 (gm) Mass of mold + moist soil, M2 (gm) Mass of moist soil, M2- M1 (gm) Volume of the proctor mold (cm') Moist density of the soil, M2 - M1 (gm 3kg 4.4kg 1.4 Eg 349 4.5kg 319 9.6 |-5 kg /30ft Ysofte Y30P3 Vmold Moist unit weight (kN/m³) cm3 Moisture Content & Dry Unit Weight Determination Moisture can number 1 2 3 28.71 81.56 66-789 Mass of moisture can, M3 (gm) 26:64 Mass of can + moist soil, M4 (gm) Mass of can + dry soil, Ms (gm) Moisture Content, 29.999 70.659 59.929 67.88 35.70 M4 – M5 35.85 38-82 41.91 | w(%) = x100% 38.82 %3D M5 – M3 Dry Unit Weight of Compaction Y w(%) 1+ 100 = PA 2.
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