Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question

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
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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
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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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