Effect of the Wall-Back Inclination Angle on the Inertial Loading Distribution along Gravity-Retaining Walls: An Experimental Study on the Shaking Table Test

<div>A1 and A6 acceleration history curves of reclining walls (<i>ε</i> = −20°, 0.6 g). (a) Kobe wave. (b) Wenchuan wave. (c) EL Centro wave.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Effect of the Wall-Back Inclination Angle on the Inertial Loading Distribution along Gravity-Retaining Walls: An Experimental Study on the Shaking Table Test 

Figure 5 | Effect of the Wall-Back Inclination Angle on the Inertial Loading Distribution along Gravity-Retaining Walls: An Experimental Study on the Shaking Table Test 