Fig. 8 | Scientific Reports

Fig. 8

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

Fig. 8The alternative text for this image may have been generated using AI.

Comparison of Peak dynamic earth pressure distribution along wall height for ASPW- and SPW-supported slopes: (a) RC systems at PGA = 0.1–0.3 g; (b) RC systems at PGA = 0.7–0.9 g; (c) ECC systems at PGA = 0.1–0.3 g; (d) ECC systems at PGA = 0.7–0.9 g.

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