fig10

Predictive models for the run-out distance of clay slopes based on material point method

Figure 10. The displacement contours of the 15-m-high clay slope for (A) t = 15 s; (B) t = 20 s; (C) t = 30 s; and (D) t = 55 s, respectively.

Disaster Prevention and Resilience
ISSN 2832-4056 (Online)
Follow Us

Portico

All published articles will be preserved here permanently:

https://www.portico.org/publishers/oae/

Portico

All published articles will be preserved here permanently:

https://www.portico.org/publishers/oae/