fig14
![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.14.jpg)
Figure 14. The maximum permanent horizontal displacements of the clay slope considering both the strain-softening and non-strain-softening constitutive models, respectively.
Figure 14. The maximum permanent horizontal displacements of the clay slope considering both the strain-softening and non-strain-softening constitutive models, respectively.
All published articles will be preserved here permanently:
https://www.portico.org/publishers/oae/