Example 1 A sand come test has been performed in a competed fill made with the soil described in 21 example 6.1 20 Ydmax 19.0 kN/m³ 19 95% (Yd,max) 18 17 =18.1 kN/m³ S=100% Wo -11.8% 16 0 5 7% 10 w (%) 15 16% 20 25 Initial mass of sand cone apparatus = 5.912 kg Final mass of sand cone apparatus = 2.378 kg Mass of soil recovered from hole = 2.883 kg Moisture content of soil from hole = 7.0% Density of sand = 1300 kg/m³ Volume of cone below valve = 1.114 x 10-3 m³

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example 1
A sand come test has been performed in a
competed fill made with the soil described in
21
example 6.1
20
Ydmax 19.0 kN/m³
19
95% (Yd,max)
18
17
=18.1 kN/m³
S=100%
Wo -11.8%
16
0
5
7%
10
w (%)
15 16%
20
25
Initial mass of sand
cone
apparatus = 5.912 kg
Final mass of sand
cone
apparatus = 2.378 kg
Mass of soil recovered from
hole = 2.883 kg
Moisture content of soil from
hole = 7.0%
Density of sand = 1300 kg/m³
Volume of cone below valve =
1.114 x 10-3 m³
Transcribed Image Text:Example 1 A sand come test has been performed in a competed fill made with the soil described in 21 example 6.1 20 Ydmax 19.0 kN/m³ 19 95% (Yd,max) 18 17 =18.1 kN/m³ S=100% Wo -11.8% 16 0 5 7% 10 w (%) 15 16% 20 25 Initial mass of sand cone apparatus = 5.912 kg Final mass of sand cone apparatus = 2.378 kg Mass of soil recovered from hole = 2.883 kg Moisture content of soil from hole = 7.0% Density of sand = 1300 kg/m³ Volume of cone below valve = 1.114 x 10-3 m³
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