Table 3 Parameters of concrete under HTC conditions.

From: Deterioration mechanism and stochastic damage modeling of tunnel lining concrete in hydrothermal corrosive environments

Temperature/°C

Corrosion duration/d

W1

W2

20

30

12.129

1.370

45

2.999

2.092

60

2.775

2.359

90

2.383

2.553

120

1.567

2.937

40

30

11.048

1.386

45

3.756

2.063

60

3.381

2.341

90

2.613

2.561

120

1.640

2.982

60

30

1.606

1.648

45

0.990

1.609

60

0.932

1.772

90

0.964

2.047

120

0.746

1.846

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