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
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
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