Model Test Study on Dynamic Response of Expressway <i>Plastic</i>-Reinforced Earth Embankment under Earthquake

<div>Changes in PGA amplification coefficient of measurement points on embankment with amplitude. (a) PGA amplification coefficient of measurement points on unreinforced embankment. (b) PGA amplification coefficient of measurement points on reinforced embankment.</div>

Geofluids

fig12

Figure 12

Figure 12: Model Test Study on Dynamic Response of Expressway <i>Plastic</i>-Reinforced Earth Embankment under Earthquake 

Geofluids

Model Test Study on Dynamic Response of Expressway Plastic-Reinforced Earth Embankment under Earthquake

Figure 12