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, 349 3kg 4.4kg 1.4 kg 3k9 4.5kg 9.6 1-5kg 6 M2 - M1 (gm Vmold cm Moist unit weight (kN/m³) Moisture Content & Dry Unit Weight Determination 2 Moisture can number Mass of moisture can, M3 (gm) Mass of can + moist soil, M4 (gm) Mass of can + dry soil, Ms (gm) 29.999 70.699 81.56 69.929 66-789 67.88 35.70 Moisture Content, 41.91 M4 – M5 M5 - M3 Dry Unit Weight of Compaction x100% 35.85 38-82 41-91 w(%) Y Yd w(%) 1+ 100
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, 349 3kg 4.4kg 1.4 kg 3k9 4.5kg 9.6 1-5kg 6 M2 - M1 (gm Vmold cm Moist unit weight (kN/m³) Moisture Content & Dry Unit Weight Determination 2 Moisture can number Mass of moisture can, M3 (gm) Mass of can + moist soil, M4 (gm) Mass of can + dry soil, Ms (gm) 29.999 70.699 81.56 69.929 66-789 67.88 35.70 Moisture Content, 41.91 M4 – M5 M5 - M3 Dry Unit Weight of Compaction x100% 35.85 38-82 41-91 w(%) Y Yd 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
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.3P
Related questions
Question
solve for unit weight of compaction
![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 (cm³)
Moist density of the soil,
3k9
4.4kg
1.4 kg
4.5kg
9.6
M2 - M1 (gm
P= -
Vmold
Moist unit weight (kN/m')
Moisture Content & Dry Unit Weight Determination
1
Moisture can number
Mass of moisture can, M3 (gm)
Mass of can + moist soil, M4 (gm)
Mass of can + dry soil, M5 (gm)
29.999
70.659 81-56
66-789
26:64
67.88
59.929
35.70
Moisture Content,
35.85 38.82
41.91
M4 - M5
w(%) :
-x100%
M5 – M3
-
Dry Unit Weight of Compaction
Y
Yd =
w(%)
1+
100](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb4e62cae-36bf-495d-92ab-260cf982f55c%2Fde3ccf9b-4a11-4964-90fd-72922d3b504e%2Fe6cju9g_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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 (cm³)
Moist density of the soil,
3k9
4.4kg
1.4 kg
4.5kg
9.6
M2 - M1 (gm
P= -
Vmold
Moist unit weight (kN/m')
Moisture Content & Dry Unit Weight Determination
1
Moisture can number
Mass of moisture can, M3 (gm)
Mass of can + moist soil, M4 (gm)
Mass of can + dry soil, M5 (gm)
29.999
70.659 81-56
66-789
26:64
67.88
59.929
35.70
Moisture Content,
35.85 38.82
41.91
M4 - M5
w(%) :
-x100%
M5 – M3
-
Dry Unit Weight of Compaction
Y
Yd =
w(%)
1+
100
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