Q/ you are have the following data report for the stander compaction test, find the maximum dry density and optimum water content? Specific gravity 2.7 Volume of mold 1000 cm' Weight of mold 1933 gm No. of try Weight of mold + soil (gm) 2 3921.4 4 3757.2 4109.0 4082.5 4015.2 Water content determination No. of try 2 3 A3 97,62 4 No. of can Weight of can + wet soil (gm) Weight of can + dry soil (gm) Weight of empty can (gm) AI A2 A4 A5 93. 8 93,96 95.22 85,47 100.65 88.83 88.64 87.37 89,0 22.57 22.0 17.85 17.32 17.21 Max dry density = 1.80 gm/cm3, optimum moisture content 14.5% Max dry density = 2.00 gm/cm3, optimum moisture content = 10.5% Max dry density = 1.96 gm/cm3, optimum moisture content 12.5%
Q/ you are have the following data report for the stander compaction test, find the maximum dry density and optimum water content? Specific gravity 2.7 Volume of mold 1000 cm' Weight of mold 1933 gm No. of try Weight of mold + soil (gm) 2 3921.4 4 3757.2 4109.0 4082.5 4015.2 Water content determination No. of try 2 3 A3 97,62 4 No. of can Weight of can + wet soil (gm) Weight of can + dry soil (gm) Weight of empty can (gm) AI A2 A4 A5 93. 8 93,96 95.22 85,47 100.65 88.83 88.64 87.37 89,0 22.57 22.0 17.85 17.32 17.21 Max dry density = 1.80 gm/cm3, optimum moisture content 14.5% Max dry density = 2.00 gm/cm3, optimum moisture content = 10.5% Max dry density = 1.96 gm/cm3, optimum moisture content 12.5%
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.5P
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