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Advances in Civil Engineering
/
2018
/
Article
/
Fig 11
/
Research Article
New Structure for Strengthening Soil Embankments
Figure 11
Accumulative axial plastic strain-cycle number curves of tested specimens: (a)
σ
3
= 15 kPa; (b)
σ
3
= 30 kPa; (c)
σ
3
= 60 kPa.
(a)
(b)
(c)