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Table 2 Gage factors of ECC based on 4-point DC probe measurement.

From: Strain and Cracking Surveillance in Engineered Cementitious Composites by Piezoresistive Properties

Specimen

A-B

B-C

C-D

D-E

E-F

F-G

ECC

6.55

9.53

13.39

11.64

8.32

12.58