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Advances in Civil Engineering
/
2019
/
Article
/
Fig 6
/
Research Article
Experimental Investigation of the Size Effect of the Mode I Static Fracture Toughness of Limestone
Figure 6
NSCB scale law equation curves and test values. (a)
α
= 0.4. (b)
α
= 0.5. (c)
α
= 0.6.
(a)
(b)
(c)