CHAPTER − 6
EXPERIMENTAL RESULTS
Table No. 6.1. Materials test results
EXPERIMENTAL RESULTS
6.1 Tabular form
Constituents
|
Name
of the experiment
|
Result
|
Sand
|
Fineness modulus
|
1.18
|
Specific
gravity
|
2.48
|
|
Brick
Chips
|
Fineness modulus
|
6.45
|
Specific
gravity
|
1.72
|
|
Unit weight
|
68.5
(lb/ft3)
|
|
Stone
chips
|
Fineness modulus
|
6.85
|
Specific gravity
|
1.75
|
|
Unit
weight
|
95
(lb/ft3)
|
Table No. 6.2: Stone Chips
Load
Type
|
Sample
Type
|
Sample
no
|
Load
(KN)
|
Stress
(psi)
|
Average
stress (psi)
|
Compression
in 28 days
|
Cylinder
|
1
|
275
|
2216
|
2135.33
|
2
|
260
|
2095
|
|||
3
|
260
|
2095
|
|||
Tension
in
28
days
|
Cylinder
|
1
|
70
|
564
|
143.33
|
2
|
70
|
564
|
|||
3
|
75
|
605
|
|||
Flexure
in
28
days
|
Beam
|
1
|
25
|
625
|
525
|
2
|
19
|
475
|
|||
3
|
19
|
475
|
|||
Shear
in 28 days
|
Beam
|
1
|
25
|
117
|
98.33
|
2
|
19
|
89
|
|||
3
|
19
|
89
|
Table No. 6.3: Brick
Chips
Load
Type
|
Sample
Type
|
Sample
no
|
Load
(KN)
|
Stress
(psi)
|
Average
stress (psi)
|
Compression
In 28
days
|
Cylinder
|
1
|
285
|
2297
|
2229.67
|
2
|
270
|
2176
|
|||
3
|
275
|
2216
|
|||
Tension
in
28 days
|
Cylinder
|
1
|
80
|
645
|
166.33
|
2
|
100
|
806
|
|||
3
|
70
|
564
|
|||
Flexure
in
28
days
|
Beam
|
1
|
19
|
475
|
450
|
2
|
17
|
425
|
|||
3
|
18
|
450
|
|||
Shear
in 28 days
|
Beam
|
1
|
19
|
89
|
84.5
|
2
|
17
|
80
|
|||
3
|
18
|
84.5
|
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