Dynamic Properties and Dynamic Response Model of Jointed Granites by Cyclic Loading

<div>Samples’ <i>Δε</i><sub>d</sub>/<i>σ</i><sub>d</sub> − <i>Δε</i><sub>d</sub> fitting curves with frequency: (a) single jointed 30° samples, (b) single jointed 60° samples, and (c) double jointed 30° samples.</div>

Advances in Civil Engineering

fig36

Figure 36

Figure 36: Dynamic Properties and Dynamic Response Model of Jointed Granites by Cyclic Loading 