Advances in Civil Engineering / 2019 / Article / Fig 14

Research Article

Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials

Figure 14

Typical stress-strain curves obtained from UCT and DTT for sandstone (1με = 1.0 × 10−6). (a) SC1. (b) SC4. (c) ST3. (d) ST4.
(a)
(b)
(c)
(d)

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