Fluctuation Characteristic Test of Oblique Stress Waves in Infilled Jointed Rock and Study of the Analytic Method

<div>Morphology of 4 mm filled joint specimens under impact at different impact velocities. The shape of 0° (a), 30° (b), 45° (c), and unjointed (d) rock mass specimens under different impact velocities.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Fluctuation Characteristic Test of Oblique Stress Waves in Infilled Jointed Rock and Study of the Analytic Method 