## 3 Results and Discussion
 \\ \hline EMM/EPS-50/50 & 0.614 & 42.40 & 2 & 21 & 9.713 & 26.03 & 12.395 \\  & 0.614 & 42.40 & 4 & 7.75 & 19.426 & 26.03 & 24.791 \\  & 0.614 & 42.40 & 6 & 8.38 & 29.139 & 26.03 & 37.186 \\  & 0.614 & 42.54 & 2 & 15 & 9.697 & 26.12 & 12.375 \\  & 0.614 & 42.54 & 4 & 16.4 & 19.394 & 26.12 & 24.750 \\  & 0.614 & 42.54 & 6 & 6.22 & 29.091 & 26.12 & 37.125 \\ \hline EMM/EPS-40/60 & 0.501 & 33.79 & 2 & 17.9 & 10.880 & 16.93 & 15.372 \\  & 0.501 & 33.79 & 4 & 7.75 & 21.760 & 16.93 & 30.743 \\  & 0.501 & 33.79 & 6 & 3.94 & 32.641 & 16.93 & 46.115 \\ \cline{3-8}  & 0.501 & 33.79 & 2 & 16.8 & 10.880 & 16.93 & 15.372 \\  & 0.501 & 33.79 & 4 & 5.21 & 21.760 & 16.93 & 30.743 \\  & 0.501 & 33.79 & 6 & 4.83 & 32.641 & 16.93 & 46.115 \\ \cline{3-8}  & 0.501 & 33.81 & 2 & 12.3 & 10.877 & 16.94 & 15.367 \\  & 0.501 & 33.81 & 4 & 6.98 & 21.754 & 16.94 & 30.734 \\  & 0.501 & 33.81 & 6 & 3.81 & 32.631 & 16.94 & 46.101 \\ \cline{3-8}  & 0.501 & 33.51 & 2 & 15.7 & 10.926 & 16.79 & 15.436 \\  & 0.501 & 33.51 & 4 & 2.41 & 21.851 & 16.79 & 30.871 \\  & 0.501 & 33.51 & 6 & 4.32 & 32.777 & 16.79 & 46.307 \\ \hline EMM/EPS-30/70 & 0.432 & 23.64 & 2 & 14.7 & 13.008 & 10.21 & 19.791 \\  & 0.432 & 23.64 & 4 & 6.73 & 26.016 & 10.21 & 39.582 \\  & 0.432 & 23.64 & 6 & 3.3 & 39.024 & 10.21 & 59.373 \\  & 0.432 & 23.65 & 2 & 4.57 & 13.005 & 10.22 & 19.787 \\  & 0.432 & 23.65 & 4 & 7.24 & 26.010 & 10.22 & 39.573 \\  & 0.432 & 23.65 & 6 & 4.57 & 39.015 & 10.22 & 59.360 \\  & 0.432 & 23.72 & 2 & 18.4 & 12.986 & 10.25 & 19.757 \\  & 0.432 & 23.72 & 4 & 3.94 & 25.972 & 10.25 & 39.515 \\  & 0.432 & 23.72 & 6 & 2.67 & 38.958 & 10.25 & 59.272 \\  & 0.432 & 23.20 & 2 & 9.65 & 13.131 & 10.02 & 19.978 \\  & 0.432 & 23.20 & 4 & 3.05 & 26.261 & 10.02 & 39.955 \\  & 0.432 & 23.20 & 6 & 3.81 & 39.392 & 10.02 & 59.933 \\ \hline EMM/EPS-20/80 & 0.385 & 15.23 & 2 & 4.7 & 16.206 & 5.86 & 26.119 \\  & 0.385 & 15.23 & 4 & 2.92 & 32.412 & 5.86 & 52.237 \\  & 0.385 & 15.23 & 6 & 4.32 & 48.618 & 5.86 & 78.356 \\  & 0.385 & 15.64 & 2 & 6.48 & 15.992 & 6.02 &To further validate the equivalency approach for blast-induced seismic effect prediction, we analyzed how accurately the weight of explosives that will generate a specified PPV value at a specified distance from the blast point can be predicted. For this, we took the PPV limit value from the HR DIN 4150:2011 standard [41] (Table 6) as the maximum permitted value for \"dwellings and buildings of similar design and/or occupancy\" (Line 2), which equals 20 mm/s. \begin{table}
\begin{tabular}{c c c c c c} \hline \hline \multirow{2}{*}{**Line**} & \multirow{2}{*}{**Type of Structure**} & \multicolumn{2}{c}{**Vibration at the Foundation at a Frequency of**} & \multicolumn{2}{c}{**Vibration at Horizontal**} \\ \cline{3-6}  & & **1 Hz to 10 Hz** & **10 Hz to 50 Hz to 100 Hz * & \multicolumn{2}{c}{**Time of Highest Floor at**} \\ \hline \multirow{4}{*}{1} & Buildings used for & & & & \\ \cline{3-6}  & commercial purposes, & & & & \\ industrial buildings, and & & & & & \\ buildings of similar design & & & & & \\ \hline \multirow{2}{*}{2} & Dwellings and buildings & & & & & \\ of similar design & & & & & \\ and/or occupancy & & & & & \\ \hline \multirow{4}{*}{3} & Structures that, because of & & & & \\ their particular sensitivity to & & & & & \\ vibration, cannot be classified & & & & & \\ under lines 1 and 2 and are of & & 3 mm/s & 3–8 mm/s & 8–10 mm/s & 8 mm/s \\ \cline{1-1}  & great intrinsic value & & & & \\ (e.g., listed buildings under & & & & & \\ preservation order) & & & & & \\ \hline \hline \end{tabular} (*) At frequencies above 100 Hz, the values given in this column may be used as minimum values.  
\end{table} 
Table 6: Guideline values for vibration velocity to be used when evaluating the effects of short-term vibration on structures as per HR DIN 4150:2011 [41]. Figure 4: Comparison of predicted and experimental PPV values for EMM/EPS mixtures.