Table 4 The all θ and β values of solidified soil.

From: Long-term influence and calculation model of temperature on strength of marine soft clay solidified with calcium carbide residue-fly ash geopolymer

Numbers

Water content (%)

Temperature (°C)

θ

β

R2

1

41

20

1

1

0.994

30

0.52354

0.9413

0.997

40

0.34571

0.90725

0.99

2

49.2

20

1

1

0.976

30

0.55032

0.83457

0.971

40

0.36578

0.78651

0.992

3

57.4

20

1

1

0.986

30

0.55277

0.82053

0.992

40

0.39239

0.70841

0.966

4

65.6

20

1

1

0.981

30

0.58724

0.6896

0.994

40

0.34727

0.64686

0.956

5

73.8

20

1

1

0.987

30

0.63436

0.61552

0.993

40

0.41605

0.57272

0.981

6

82

20

1

1

0.951

30

0.85233

0.55931

0.993

40

0.66592

0.4422

0.993

7

90.2

20

1

1

0.932

30

0.62306

0.67881

0.953

40

0.49846

0.56467

0.982

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