IIMOISTUIC 6.4 The results of a standard Proctor test are given in the following table. a. Determine the maximum dry unit weight of compaction and the opti- mum moisture content. Given: Mold volume = 1/30 ft³. %3D 9546WN Chapter 6 Soil Compaction b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: G. = 2.69. %3D Weight of moist soil Moisture in the mold (lb) Trial no. content (%) 3.7 8.6 4.15 10.6m 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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How do i solve problem 6.4 a & b 

 

IIMOISTUIC
6.4 The results of a standard Proctor test are given in the following table.
a. Determine the maximum dry unit weight of compaction and the opti-
mum moisture content. Given: Mold volume = 1/30 ft³.
%3D
Transcribed Image Text:IIMOISTUIC 6.4 The results of a standard Proctor test are given in the following table. a. Determine the maximum dry unit weight of compaction and the opti- mum moisture content. Given: Mold volume = 1/30 ft³. %3D
9546WN
Chapter 6 Soil Compaction
b. Determine the void ratio and the degree of saturation at the optimum
moisture content. Given: G. = 2.69.
%3D
Weight of moist soil Moisture
in the mold (lb)
Trial no.
content (%)
3.7
8.6
4.15
10.6m
4.69
12.5
4.62
14.9
4.02
16.7
3.63
18.3
Transcribed Image Text:9546WN Chapter 6 Soil Compaction b. Determine the void ratio and the degree of saturation at the optimum moisture content. Given: G. = 2.69. %3D Weight of moist soil Moisture in the mold (lb) Trial no. content (%) 3.7 8.6 4.15 10.6m 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3
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