Figure 4
From: The normal impact stiffness of a debris-flow flexible barrier
(a) The cable deflection pattern of CL (b) and CS, (c) distributed impact load qdi versus time (d) normalised distributed impact load namely the impact load by the maximum load \(\frac{{q_{di} }}{{q_{dimax} }}\) versus time and (e) distributed debris-flow impact load qdi versus maximum deflection uimax.
