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Advances in Civil Engineering
/
2022
/
Article
/
Fig 6
/
Research Article
Mechanical Behavior of Reactive Powder Concrete Subjected to Biaxial Loading
Figure 6
Failure modes of RPC C-C specimens under (a)
k
= 0.4, (b)
k
= 0.6, (c)
k
= 0.8, and (d)
k
= 1.
(a)
(b)
(c)
(d)