fig12
![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.12.jpg)
Figure 12. The relationships between D and PGV for the 15-m-high clay slope at the (A) un-failure state and (B) failure state, respectively.
Figure 12. The relationships between D and PGV for the 15-m-high clay slope at the (A) un-failure state and (B) failure state, respectively.
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