The table below shows the test result Trom a certain soil laboratory test. Approximate the largest possible dry density of this soil if all specimens have a constant volume of 944 cubic centimeters. The specific gravity of soil grains is assumed to be 2.68. 5 6 Specimen # Moisture content 1 2 3 4 5.0 7.0 9.5 11.8 14.1 17.0 (%) Mass of moist soil 1776 1890 2006 2024 2005 1977 specimen (g)

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The table below shows the test result rom a
certain soil laboratory test. Approximate the
largest possible dry density of this soil if all
specimens have a constant volume of 944
cubic centimeters. The specific gravity of soil
grains is assumed to be 2.68.
Specimen #
1
2
3
4
Moisture content
5.0
7.0
9.5
11.8
14.1
17.0
(%)
Mass of moist soil
specimen (g)
1776
1890
2006
2024
2005
1977
Transcribed Image Text:2 Time left 1:19:37 The table below shows the test result rom a certain soil laboratory test. Approximate the largest possible dry density of this soil if all specimens have a constant volume of 944 cubic centimeters. The specific gravity of soil grains is assumed to be 2.68. Specimen # 1 2 3 4 Moisture content 5.0 7.0 9.5 11.8 14.1 17.0 (%) Mass of moist soil specimen (g) 1776 1890 2006 2024 2005 1977
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