## 3 Design Parameters from Literature
\begin{table}
\begin{tabular}{c c c c c c c c c c c} \hline \hline \multirow{2}{*}{**Authors**} & \multicolumn{8}{c}{**Design Parameters**} & \multicolumn{8}{c}{**Strength (MPa)**} \\ \cline{2-10}  & **WC** & **W/B** & **TAC** & **FA/CA** & **SP (kg)** & **W/S (\%)** & **\% RFA** & **\% RCA** & **fc** & **fs** \\ \hline [PERSON] et al., 2015 (A) [79] & 0.30 & 0.23 & 3.800 & 1.789 & 6.29 & 5.85 & - & 0 & 77.96 & 4.25 \\ [PERSON] et al., 2015 (B) [79] & 0.30 & 0.23 & 3.540 & 1.789 & 4.05 & 6.16 & - & 100 & 68.67 & 3.50 \\ [PERSON] et al., 2015 (B) [79] & 0.30 & 0.20 & 4.340 & 2.044 & 7.00 & 5.11 & - & 0 & 81.40 & 4.46 \\ [PERSON] et al., 2015 (B) [79] & 0.30 & 0.20 & 4.450 & 2.044 & 6.26 & 5.37 & - & 100 & 70.39 & 4.13 \\ [PERSON] et al., 2015 (D) [79] & 0.43 & 0.28 & 5.223 & 2.499 & 4.55 & 6.36 & - & 0 & 72.47 & 3.75 \\ [PERSON] et al., 2015 (D) [79] & 0.43 & 0.28 & 4.867 & 2.459 & 4.09 & 6.72 & - & 100 & 63.89 & 3.24 \\ [PERSON] et al., 2015 (E) [79] & 0.30 & 0.23 & 3.800 & 1.789 & 6.29 & 5.85 & 0 & - & 77.96 & 4.25 \\ [PERSON] et al., 2015 (E) [79] & 0.30 & 0.23 & 3.571 & 1.789 & 4.51 & 6.12 & 100 & - & 61.97 & 3.15 \\ [PERSON] et al., 2015 (F) [79] & 0.30 & 0.20 & 4.340 & 2.044 & 7.00 & 5.11 & 0 & - & 81.40 & 4.46 \\ [PERSON] et al., 2015 (F) [79] & 0.30 & 0.20 & 4.081 & 2.04 & 4.20 & 5.34 & 100 & - & 64.61 & 3.59 \\ [PERSON] et al., 2015 (H) [79] & 0.43 & 0.28 & 5.223 & 2.459 & 4.55 & 6.36 & 0 & - & 72.47 & 3.75 \\ [PERSON] et al., 2015 (H) [79] & 0.43 & 0.28 & 5.223 & 2.499 & 4.29 & 7.67 & 100 & - & 61.04 & 2.81 \\ [PERSON] et al., 2015 (D) [79] & 0.30 & 0.23 & 3.313 & 1.789 & 6.29 & 5.85 & 0 & 0 & 77.96 & 4.25 \\ [PERSON] et al., 2015 (D) [79] & 0.30 & 0.20 & 4.340 & 2.044 & 7.00 & 5.11 & 0 & 0 & 81.40 & 4.46 \\ [PERSON] et al., 2015 (D) [79] & 0.30 & 0.20 & 3.785 & 2.044 & 3.79 & 5.64 & 100 & 100 & 57.41 & 3.16 \\ [PERSON] et al., 2015 (D) [79] & 0.43 & 0.28 & 5.223 & 2.459 & 4.55 & 6.36 & 0 & 0 & 72.47 & 3.75 \\ [PERSON] et al., 2015 (D) [79] & 0.43 & 0.28 & 4.552 & 2.459 & 2.62 & 7.06 & 100 & 100 & 52.92 & 2.59 \\  & 0.36 & 0.35 & 4.366 & 2.309 & 6.50 & 6.64 & 0 & - & 72.30 & 4.43 \\  & 0.36 & 0.35 & 4.232 & 2.174 & 6.50 & 6.81 & 5 & - & 58.50 & 4.15 \\ [PERSON] et al., 2020 [80] & 0.36 & 0.35 & 4.269 & 2.174 & 6.50 & 6.77 & 10 & - & 56.00 & 4.70 \\  & 0.36 & 0.35 & 4.002 & 2.174 & 6.50 & 6.85 & 15 & - & 50.10 & 3.67 \\  & 0.36 & 0.35 & 4.007 & 2.174 & 6.50 & 7.03 & 25 & - & 32.0 & 3.30 \\  & 0.41 & 0.34 & 3.840 & 2.180 & 7.00 & 8.44 & 0 & 0 & 74.10 & 3.60 \\  & 0.41 & 0.34 & 3.840 & 2.180 & 7.00 & 8.44 & 20 & 20 & 55.00 & 3.10 \\ [PERSON] et al., 2019 (B) [81] & 0.41 & 0.34 & 3.840 & 2.180 & 7.00 & 8.44 & 40 & 40 & 52.10 & 2.90 \\  & 0.41 & 0.34 & 3.840 & 2.180 & 7.00 & 8.44 & 60 & 60 & 51.00 & 2.70 \\  & 0.41 & 0.34 & 3.840 & 2.180 & 7.00 & 8.44 & 80 & 80 & 50.50 & 2.70 \\  & 0.41 & 0.34 & 3.840 & 2.180 & 7.00 & 8.44 & 100 & 100 & 40.00 & 2.50 \\ \hline \hline \end{tabular} \(\mathrm{W/C}\) = water to cement ratio; W/B = water to binder ratio; SCC = self-compacting concrete; RCA = recycled coarse aggregate; FRA = recycled fine aggregate; SP = superplasticizer; TA/C = total aggregate to cement ratio; FA/CA = fine aggregate to coarse aggregate Ratio; W/S = water to solid percentage; fc = Compressive strength; fs = split tensile strength.  
\end{table} 
Table 1: Design Parameters for Family I (Compressive strength range: 70 MPa to 80 MPa) according to the literature. \begin{table}
\begin{tabular}{c c c c c c c c c c} \hline \hline \multirow{2}{*}{**Authors**} & \multicolumn{8}{c}{**Design Parameters**} & \multicolumn{8}{c}{**Strength (MPa)**} \\ \cline{2-10}  & **WC** & **W/B** & **TAC** & **FA/CA** & **SP (kg)** & **W/S (\%)** & **\% RFA** & **\% RCA** & **fc** & **fs** \\ \hline [PERSON] et al., 2015 (C) [79] & 0.430 & 0.32 & 4.563 & 2.148 & 3.11 & 7.29 & - & 0  
reports that higher the TA/C ratio results in a higher W/C ratio which results in a higher W/S ratio in percentage.