Civil Engineering Reference
In-Depth Information
Volumetric Analysis
Blend
Computed
Equation
Using Data for Blend 1
1
2
3
P
s
94.1
G
se
9.6
2.875
2.812
2.979
P
b
G
b
a
100
G
mm
100
2.598
-
5.9
1.025
-
b
a
b
G
mb
G
mm
2.457
2.598
VTM (%)
9.8
100
a
1
-
b
100
a
1
-
b
5.4
4.6
7.0
G
mb
P
s
G
sb
2.457
94.1
2.692
VMA (%)
9.9
a
100
-
b
a
100
-
b
14.1
14.4
12.8
a
VMA
-
VTM
VMA
a
14.1
-
5.4
VFA (%)
9.10
100
b
100
b
61.7
68.1
45.3
14.1
G
mm,Ndes
h
des
h
ini
94.6
115
125
%
G
mm,Nini
9.11
Percent
87.0
86.0
85.5
a
G
se
-
G
sb
G
sb
G
se
a
2.875
-
2.692
2.692
*
2.875
P
ba
1
%
2
9.12
100
b
G
b
100
b
1.025
2.42
1.68
4.05
a
P
ba
100
a
2.42
100
P
be
1
%
2
9.13
P
b
-
b
P
s
5.9
-
b
94.1
3.62
4.12
2.4
P
D
P
be
4.5
3.62
D/B
9.14
1.2
1.1
1.9
Adjusted Values
Criteria
P
b,est
(%)
9.15
P
bt
-
0.4
1
4
-
VTM
t
2
5.9
-
0.4
1
4
-
5.4
2
6.5
5.9
7.4
VMA
est
(%)
9.16
VMA
t
+
C
1
4
-
VTM
t
2
14.1
+
0.2
1
4
-
5.4
2
13.8
14.3
12.2
Ú 13
100
VMA
t
-
4.0
100
13.8
-
5.4
VFA
est
(%)
9.17
71.0
72.0
67.2
65-75
VMA
t
13.8
P
s
G
b
1
G
se
-
G
sb
2
94.1
*
1.025
1
2.875
-
2.692
2
P
be,est
(%)
9.18
P
b,est
-
6.5
-
4.2
4.3
3.6
G
se
G
sb
2.875
*
2.692
P
D
4.5
4.2
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