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Advances in Civil Engineering
/
2021
/
Article
/
Fig 10
/
Research Article
Effect of Loading Path on the Mechanical Properties of Completely Decomposed Granite Soil Based on the Multiscale Method
Figure 10
Correlation between secant modulus and confining pressure: (a)
E
sec-
1
-
σ
3
; (b)
E
sec-
2
-
σ
3
.
(a)
(b)