The weight of a specimen immediately after removal from sampler was 35.20 gm and the same specimen after overdrying weighed 20.20 gm. The volume of the sample before drying was found by immersing in mercury to be 25 cc. If the specific gravity of soil solids was 2.70. What were the moisture content, void ratio, degree of saturation, bulk density and drying density of the specimen?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The weight of a specimen immediately after
removal from sampler was 35.20 gm and the
same specimen after overdrying weighed
20.20 gm. The volume of the sample before
drying was found by immersing in mercury to
be 25 cc. If the specific gravity of soil solids
was 2.70. What were the moisture content, void
ratio, degree of saturation, bulk density and
drying density of the specimen?
Transcribed Image Text:The weight of a specimen immediately after removal from sampler was 35.20 gm and the same specimen after overdrying weighed 20.20 gm. The volume of the sample before drying was found by immersing in mercury to be 25 cc. If the specific gravity of soil solids was 2.70. What were the moisture content, void ratio, degree of saturation, bulk density and drying density of the specimen?
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