Advances in Civil Engineering / 2018 / Article / Fig 7

Research Article

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

Figure 7

Effect of seepage pressure on ultimate failure modes of sandstone specimens containing fissure angle α = 30°. (a) Without seepage pressure. (b) With seepage pressure.
(a)
(b)

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