The Following results were obtained From a standard Compaction test on a Soil: Soil Mechanics The volume of Gss 2.7 Buls uint wight C(ksulm) 20.4 21, 28 21. 63 21.44 20.18 20.48 Water content (%) 11.2 12.9 14 16.3 18.8 20o.5 * plot the dry donsity/water content curve and give the optimum miosture content and maximum dry density of the soil * p lot the of zero 5 % and 10% dir Voids, Lines No mino

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The Following results were obtained From a standard Compaction test on a Soil:
Soil Mechanics
The volume of Gs 2.7
Buls uint wight (ksu/m) 20.4
21, 28
21. 63 21.44 20.18 2o.48
11.2
12.9
14
16.3 18.8 20.5
Water content (%)
* plot the dry density/water content curve and give the optimum
miosture content and maximum dry densityof the soil
oiw M
p lot the Lines of Zero
5 % and 10% air Voids, Lines
不
Transcribed Image Text:The Following results were obtained From a standard Compaction test on a Soil: Soil Mechanics The volume of Gs 2.7 Buls uint wight (ksu/m) 20.4 21, 28 21. 63 21.44 20.18 2o.48 11.2 12.9 14 16.3 18.8 20.5 Water content (%) * plot the dry density/water content curve and give the optimum miosture content and maximum dry densityof the soil oiw M p lot the Lines of Zero 5 % and 10% air Voids, Lines 不
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