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

Figure 5

Physical image of shaking table test model. (a) Front view of the test model completed before the test. (b) 45° side view of the test model completed before the test. X and Z indicate the direction along the long side of the model box and perpendicular to the table top, respectively.

(a)

(b)