Table 2 Measured values of CTE of concrete used at motorway E17 9.

From: Finite element modeling of active cracking in actively reinforced concrete pavement slab exposed to fluctuating temperature

Specimen

CTE (10−6 mm/mm/°C)

Test cycle 1

Test cycle 2

Test cycle 3

CTE-1

11.3

11.3

11.3

CTE-2

11.0

11.0

11.0

CTE-3

10.0

10.0

–

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