fig11
![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.11.jpg)
Figure 11. The distribution of the permanent horizontal displacement D vs. PGV for the 15-m-high clay slope based on the 200 acceleration-time histories collected.
Figure 11. The distribution of the permanent horizontal displacement D vs. PGV for the 15-m-high clay slope based on the 200 acceleration-time histories collected.
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