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Advances in Civil Engineering
/
2021
/
Article
/
Tab 2
/
Research Article
Collapse Potential of Loess under Unloading Effect
Table 2
δ
s
of loess under different
p
1
(
p
1
≤ 200 kPa).
p
1
(kPa)
25
50
75
100
125
150
175
200
δ
s
0.0025
0.0060
0.0146
0.0278
0.0491
0.0647
0.0967
0.0978