fig4

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

Figure 4. (A) The input sinusoidal wave; and the recorded wave velocities at (B) point A1; (C) point A2; (D) point A3; (E) point A4; and (F) point A5, 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/