6.41 The results of a standard Proctor test are given in the following table. a. Determine the maximum dry unit weight of compaction and the optimum moisture content. Given: mold volume=943.3 cm?. b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: Gs = 2.7. 192. Trial no. Weight of moist soil in the mold (kg) Moisture content (%) 1.68 9.9 2 1.71 10.6 3 1.77 12.1 4 1.83 13.8 1.86 15.1 6. 1,88 17.4 1.87 19.4 1.85 21.2 O Cengage Leaming 2014

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6.41 The results of a standard Proctor test are given in the following table.
a. Determine the maximum dry unit weight of compaction and the optimum
moisture content. Given: mold volume=943.3 cm?.
b. Determine the void ratio and the degree of saturation at the optimum
moisture content. Given: Gs = 2.7.
192.
Trial no. Weight of moist soil in the mold (kg) Moisture content (%)
1.68
9.9
2
1.71
10.6
3
1.77
12.1
4
1.83
13.8
1.86
15.1
6.
1,88
17.4
1.87
19.4
1.85
21.2
O Cengoge Leaming 2014
Transcribed Image Text:6.41 The results of a standard Proctor test are given in the following table. a. Determine the maximum dry unit weight of compaction and the optimum moisture content. Given: mold volume=943.3 cm?. b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: Gs = 2.7. 192. Trial no. Weight of moist soil in the mold (kg) Moisture content (%) 1.68 9.9 2 1.71 10.6 3 1.77 12.1 4 1.83 13.8 1.86 15.1 6. 1,88 17.4 1.87 19.4 1.85 21.2 O Cengoge Leaming 2014
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