1. The results of a standard Proctor test are given in the following table. Weight of Moist Soil in the Mold (kg) Trial No. Moisture Content (%) 1.68 9.9 1.71 10.6 12.1 1.77 1.83 13.8 1.86 15.1 1.88 1.87 1.85 17.4 19.4 8 21.2 a) Determine the maximum dry unit weight of compaction and the optimum moisture content. Given: mold volume = 943.3 cm3 b) Determine the void ratio and the degree of saturation at the optimum moisture content. Given: Gs = 2.7. -23 4567 CO
1. The results of a standard Proctor test are given in the following table. Weight of Moist Soil in the Mold (kg) Trial No. Moisture Content (%) 1.68 9.9 1.71 10.6 12.1 1.77 1.83 13.8 1.86 15.1 1.88 1.87 1.85 17.4 19.4 8 21.2 a) Determine the maximum dry unit weight of compaction and the optimum moisture content. Given: mold volume = 943.3 cm3 b) Determine the void ratio and the degree of saturation at the optimum moisture content. Given: Gs = 2.7. -23 4567 CO
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:1. The results of a standard Proctor test are given in the following table.
Trial No.
Weight of Moist Soil in the Mold
(kg)
Moisture Content
(%)
1
1.68
9.9
1.71
10.6
12.1
2
3
1.77
4
1.83
1.86
1.88
13.8
15.1
17.4
6
7
1.87
1.85
19.4
21.2
8
a) Determine the maximum dry unit weight of compaction and the optimum moisture
content. Given: mold volume = 943.3 cm3
b) Determine the void ratio and the degree of saturation at the optimum moisture
content. Given: Gs = 2.7.
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