Testing Procedure
www.ndtjames.com 31
Values of correction factor, T
K/L
Mu=017
Mu=0.20
Mu=0.23
Mu=0.26
0
1
1
1
1
0.01
1.01
1.01
1.01
1.01
0.02
1.03
1.03
1.03
1.03
0.03
1.07
1.07
1.07
1.07
0.04
1.13
1.13
1.13
1.14
0.05
1.2
1.2
1.21
1.21
0.06
1.28
1.28
1.29
1.29
0.07
1.38
1.38
1.39
1.39
0.08
1.48
1.49
1.49
1.5
0.09
1.6
1.61
1.61
1.62
0.1
1.73
1.74
1.75
1.76
0.12
2.03
2.04
2.05
2.07
0.14
2.36
2.38
2.39
2.41
0.16
2.73
2.75
2.77
2.8
0.18
3.14
3.17
3.19
3.22
0.2
3.58
3.61
3.65
3.69
0.25
4.78
4.84
4.89
4.96
0.3
6.07
6.15
6.24
6.34
Figure 24: Values of Correction Factor, T
Note: Values for Poisson’s ratio for concrete normally vary
between about 0.10 dry specimens and 0.25 for saturated
specimens.
