Seismic Optimization of High Cantilever Multianchor Pile Strengthening Soil Slopes against Earthquakes

Figure 8

Shaking table model test feature image. (a) Posttest behavior of multianchor pile model under low, medium, and high acceleration. (b) Phenomena of section test after high acceleration on the unoptimized side of multianchor pile model. (c) Phenomena of section test after high acceleration on the optimized side of multianchor pile model. The green dotted line indicates the overtop portion and its deposition area due to high acceleration. The maximum displacement (δ) and inclination (θ) of the pile block were also indicated.

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