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Advances in Civil Engineering
/
2019
/
Article
/
Fig 13
/
Research Article
Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials
Figure 13
Typical stress-strain curves obtained from UCT and DTT for granite (1
με
= 1.0 × 10
−6
). (a) GC2. (b) GC4. (c) GT1. (d) GT3.
(a)
(b)
(c)
(d)