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Advances in Civil Engineering
/
2021
/
Article
/
Fig 5
/
Research Article
Collapse Potential of Loess under Unloading Effect
Figure 5
Relationship curves of
i
and
K
. (a)
p
1 = 200 kPa. (b)
p
1 = 250 kPa. (c)
p
1 = 300 kPa. (d)
p
1 = 350 kPa. (e)
p
1 = 400 kPa.
(a)
(b)
(c)
(d)
(e)