fig13
![Predictive models for the run-out distance of clay slopes based on material point method](https://image.oaes.cc/b586e73d-4a38-48f2-a563-494bfd5461f2/5908.fig.13.jpg)
Figure 13. The correlation coefficients between the permanent horizontal displacement and ground motion IMs for the slope considered.
Figure 13. The correlation coefficients between the permanent horizontal displacement and ground motion IMs for the slope considered.
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