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International Journal of Concrete Structures and Materials

Table 2 Random inconsistency indices (RI) for n = 10.

From: AHP-Based Evaluation Model for Optimal Selection Process of Patching Materials for Concrete Repair: Focused on Quantitative Requirements

N

1

2

3

4

5

6

7

8

9

10

RI

0.00

0.00

0.58

0.9

1.12

1.24

1.32

1.41

1.46

1.49

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