Q1: The results of a standard Proctor test are given in the table. The volume of the proctor mold used was 1000 cm'. The specific gravity (Gs) of the soil is 2.65 Mass of moist soil in the mold (Kg) Moisture content (%) 1.75 13 1.86 15 1.92 17 1.83 19 1.72 21 a. Plot the graph of dry density (Kg/m³) against moisture content (%), the zero air void line (ZAVD) and determine the maximum dry density and optimum moisture content. b. A sand cone replacement method test in the field was performed to calculate the relative compaction. The result shows that, the moisture content (w) and the relative compaction (Rc) in the field were 12% and 85% respectively. Calculate the bulk density in the field according to the given data.
Q1: The results of a standard Proctor test are given in the table. The volume of the proctor mold used was 1000 cm'. The specific gravity (Gs) of the soil is 2.65 Mass of moist soil in the mold (Kg) Moisture content (%) 1.75 13 1.86 15 1.92 17 1.83 19 1.72 21 a. Plot the graph of dry density (Kg/m³) against moisture content (%), the zero air void line (ZAVD) and determine the maximum dry density and optimum moisture content. b. A sand cone replacement method test in the field was performed to calculate the relative compaction. The result shows that, the moisture content (w) and the relative compaction (Rc) in the field were 12% and 85% respectively. Calculate the bulk density in the field according to the given data.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1: The results of a standard Proctor test are given in the table. The volume of the
proctor mold used was 1000 cm'. The specific gravity (Gs) of the soil is 2.65
Mass of moist soil in the mold (Kg)
Moisture content (%)
1.75
13
1.86
15
1.92
17
1.83
19
1.72
21
a. Plot the graph of dry density (Kg/m) against moisture content (%), the zero air
void line (ZAVD) and determine the maximum dry density and optimum moisture
content.
b. A sand cone replacement method test in the field was performed to calculate
the relative compaction. The result shows that, the moisture content (w) and the
relative compaction (Rc) in the field were 12% and 85% respectively. Calculate
the bulk density in the field according to the given data.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F10fcbf2b-ac3c-4809-9fa2-a9eceaddf72a%2F29447042-0864-42a1-a9d6-f730b9c7af07%2F2nhgxnr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1: The results of a standard Proctor test are given in the table. The volume of the
proctor mold used was 1000 cm'. The specific gravity (Gs) of the soil is 2.65
Mass of moist soil in the mold (Kg)
Moisture content (%)
1.75
13
1.86
15
1.92
17
1.83
19
1.72
21
a. Plot the graph of dry density (Kg/m) against moisture content (%), the zero air
void line (ZAVD) and determine the maximum dry density and optimum moisture
content.
b. A sand cone replacement method test in the field was performed to calculate
the relative compaction. The result shows that, the moisture content (w) and the
relative compaction (Rc) in the field were 12% and 85% respectively. Calculate
the bulk density in the field according to the given data.
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