Advances in Civil Engineering / 2018 / Article / Fig 3

Research Article

An Experimental Study on Cracking Behavior of Precracked Sandstone Specimens under Seepage Pressure

Figure 3

Effect of the fissure angle on the strength and deformation parameters for the sandstone specimens containing flaws. (a) Relationship between peak strength and fissure angle. (b) Relationship between peak axial strain and fissure angle.
(a)
(b)

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