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Advances in Civil Engineering
/
2021
/
Article
/
Fig 19
/
Research Article
Fuzzy Plastic Constitutive Model and Its Application to Subgrade
Figure 19
Vertical strain. (a)
t
= 1/8, (b)
t
= 2/8, (c)
t
= 3/8, and (d)
t
= 4/8.
(a)
(b)
(c)
(d)