Table 2 Summary of rock freeze–thaw cycle test plan.

From: Strength degradation characteristics and damage constitutive model of sandstone under freeze–thaw cycles

Authors (or standards)

Freezing temperature (°C)

Freezing time (h)

Melting temperature (°C)

Melting time (h)

Cycle number

Notes

Literatures

Anderson 42

-18

1.5

24

1.5

25

Rock-like material

Park et al.43

-20

4

10

4

50

Diorite, basalt, tuff

Bayram1

-20

2

20

2

25

Marble

Momeni et al.44

-20

15

20

9

30

Sandstone

Ghobadi et al.45

-20

12

20

6

60

Sandstone, shale, coal

Yang46

-20

12

20

12

20

Sandstone

Freier-Lisa et al.47

-12

6

20

6

280

Granite

Standard

The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007-201448

-20 ± 2

4

20 ± 2

4

25

Soak the sample in 20 °C water for 48 h. Then take it out and place it in a -20 ± 2 °C freezer, freezing for 15 h. Then heat up in a water bath and melt for 9 h. The number of freeze–thaw cycles is 30, and experimental observations are conducted every 5 cycles.

Standard test method for evaluation of durability of rock for erosion control under freezing and thawing condition49

-18 ± 2.5

16

32 ± 2.5

8

 

According to the frozen zone zoning map of the United States, with 5 cycles as the characteristic observation unit, the maximum number of freeze–thaw cycles shall not exceed 55.

Natural Stone Test Methods—Determination of Frost Resistance50

-12

6

20

6

280

Soak the sample in clean water at 20 °C for 48 ± 2 h. Then take it out and place it in a freezer, requiring a temperature drop from 20 °C to -8 °C for a duration of 4 h. Then, the temperature drops from − 8 °C to -12 °C for 2 h. Then, soak the sample in water and melt it, with a temperature of -12 °C to 20 °C and a melting time of 6 h. Every 70 freeze–thaw cycles serve as a unit.