QI: The Results Of A Sand Cone Test Are Shown Below: Jar + cone (before test) = 7698 gm Jar + cone (after test) = 3101 gm Sand in cone = 1335 gm Sand bulk density = 1.55 gm/ cm Wet soil weight= 4460 gm Water content %=6 yd max = 1.99 gm / cm Find: The relative compaction in percent.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1:
The Results Of A Sand Cone Test Are Shown Below:
Jar + cone (before test) = 7698 gm
Jar + cone (after test) = 3101 gm
Sand in cone = 1335 gm
Sand bulk density = 1.55 gm / cm
Wet soil weight= 4460 gm
Water content % = 6
yd max
= 1.99 gm
m/cm
Find: The relative compaction in percent.
Transcribed Image Text:Q1: The Results Of A Sand Cone Test Are Shown Below: Jar + cone (before test) = 7698 gm Jar + cone (after test) = 3101 gm Sand in cone = 1335 gm Sand bulk density = 1.55 gm / cm Wet soil weight= 4460 gm Water content % = 6 yd max = 1.99 gm m/cm Find: The relative compaction in percent.
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