The Influence of an EPS Concrete Buffer Layer Thickness on Debris Dams Impacted by Massive Stones in the Debris Flow

<div>Normal contact-stress nephogram when the impact velocity is equal to 4 m/s and the thickness of the EPS concrete buffer layer is equal to 0, 0.4, or 0.8 m (unit: Pa).</div>

Shock and Vibration

fig5

Figure 5

Figure 5: The Influence of an EPS Concrete Buffer Layer Thickness on Debris Dams Impacted by Massive Stones in the Debris Flow 