Fig. 11 | Scientific Reports

Fig. 11

From: Mechanisms of seismic improvement in pile-sheet wall supported slopes using ECC and anchor cables

Fig. 11The alternative text for this image may have been generated using AI.

Residual lateral displacement of ASPW and SPW systems: (a) RC structures at PGA = 0.1 ~ 0.3 g; (b) RC structures at PGA = 0.7 ~ 0.9 g; (c) ECC structures at PGA = 0.1 ~ 0.3 g; (d) ECC structures at PGA = 0.7 ~ 0.9 g.

Back to article page