Investigation on the Stability of Fissured Slopes Reinforced with Anchor Cables under Seismic Action

<div>Effect of crack depth <i>H</i><sub>1</sub>/<i>H</i> on designed stabilizing axial force of anchor cables: (a) <i>λ</i> = 0.5; (b) <i>λ</i> = −0.5.</div>

Mathematical Problems in Engineering

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Figure 4

Figure 4: Investigation on the Stability of Fissured Slopes Reinforced with Anchor Cables under Seismic Action 