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Advances in Civil Engineering
/
2022
/
Article
/
Tab 2
/
Research Article
Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
Table 2
Experimental parameters.
Soil group
Saline-alkali concentration (mol·L
−1
)
Number of samples
Thickness of soil samples (mm)
1
0
3
5
2
0.12
3
5
3
0.24
3
5
4
0.36
3
5