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I need you to do these soil mechanics questions.
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Your delivery is enclosed. If there are any problems, please let me know. I'll get back to you as soon as I can.Please contact me if you or your friends need any kind of help.I really underestimated the work. The task was very involving and took bulk of my time. Anyway, i have attached everything even excel file which i believe can help you to understand all the concepts better.Thanks again and have a great day! :)
Sieve Analysis Data Sheet
ASTM D422-63(2007)
Project Name:
Tested By:
Date:
Location:
Checked By:
Date:
Boring No:
Test Number:
Sample Depth:
Gnd Elev.:
USCS Soil Classification:
AASHTO Soil Classification:
Weight of Container (g):
Weight of Container & Soil (g):
Weight of Dry Sample (g):
Sieve Number
Diameter
(mm)
Mass of Sieve Mass of Sieve Soil Retained Soil Retained
(g)
& Soil (g)
(g)
(%)
Soil Passing
(%)
Pan
TOTAL:
GRAVEL
% Passing
100
#4
Coarse #10
SAND
Medium
SAND
90
Sieve
Diameter
(mm)
% Passing
80
4
10
70
40
60
200
504
10
40
40
200
30
4.75
2
0.425
0.075
4.75
2
0.425
0.075
100
100
100
100
0
0
0
0
Fine
SAND
#40
#200
SILT/CLAY
% Passing
20
10
0
10.00
1.00
0.10
0.01
Particle Diameter (mm)
Grain Size Distribution Curve Results:
% Gravel:
% Sand:
% Fines:
D10:
D30:
D60:
14.333 Sieve Analysis Worksheet
Revised 02/13
Cu :
Cc:
__ of __
14.333 Sieve Analysis Worksheet
Revised 02/13
__ of __
ASTM D422-63(2007)
SP - SM _ Poorly Graded Sand with Silt
USCS Soil Classification:
A-2-4
AASHTO Soil Classification:
Sieve Number
Diameter
(mm)
Soil Retained
(%)
Soil Passing
(%)
2.00
0.60
0.42
0.25
0.15
0.13
0.074
0.0
2.1
2.8
17.2
46.6
8.8
12.5
9.8
99.8
100.0
97.9
95.1
77.9
31.3
22.5
18.8
0.0
#10
#30
#40
#60
#100
#120
#200
Pan
GRAVEL
100
Coarse #10
SAND
Medium
SAND
#30
#60 Fine #100
SAND
#200
SILT/CLAY
90
% Passing
80
70
60
50
40
30
20
10
0
10.00
1.00
0.10
0.01
Particle Diameter (mm)
Grain Size Distribution Curve Results:
% Gravel:
% Sand:
% Fines:
14.333 Sieve Analysis Worksheet
0
90
9.8
Revised 02/13
D10:
D30:
D60:
0.074
0.25
0.42
Cu :
Cc:
__ of __
ASTM D422-63(2007)
SP - SM _ Poorly Graded Sand with Silt
A-2-4
0.01
5.68
2..01
14.333 Sieve Analysis Worksheet
Revised 02/13
__ of __
ASTM D698
w (%)
ϒ (pcf)
5.5
111.2
8.6
115.2
11
118.5
13.7
121.8
18.2
123.5
Point
1
2
3
4
5
6
w (%)
5.5
8.6
11
13.7
18.2
ϒd (pcf)
105.4028
106.0773
106.7568
107.124
104.4839
ϒd (pcf)
105.4028436
106.0773481
106.7567568
107.1240106
104.4839255
ASTM D1557
w (%)
ϒ (pcf) ϒd (pcf)
5.8
114.9 108.601
8.2
118.5 109.519
10.7
124 112.014
13.2
126 111.307
15.4
125.4 108.666
17.7
124.5 105.777
w (%)
5.8
8.2
10.7
13.2
15.4
17.7
ϒd (pcf)
108.601
109.519
112.014
111.307
108.666
105.777
A Graph of w vs. ϒd
107.5
107
Yd (pcf)
106.5
106
105.5
105
104.5
104
0
2
4
6
8
10
12
Water Content (w) %
14
16
Column
Location
K-I
K-2
K-3
K-4
K-5
ϒ (pcf)
w (%)
121.7
123.6
123.8
126.9
121.8
14.1
11.2
12.5
10.8
13
ϒd, field
(pcf...