## 3 Results
### Construction Characterisation
\begin{table}
\begin{tabular}{c c c c c c c} \hline \hline  & \multicolumn{5}{c}{**Masony Constructions**} \\ \hline \multirow{3}{*}{**Typology**} & **Dating from** & **Name of** & **Average** & **Stone Area** & **Standard** & **Type of** \\  & **(Century)** & **Tower** & **Size (cm2)** & **(\%)** & **Deviation (cm2)** & **Masony** \\ \hline \multirow{6}{*}{Cube-shaped} & \multirow{6}{*}{13 th-15 th} & Campanillas & 167.696 & 69.193 & 236.20 & Ordinary \\ \cline{3-6}  & & \multicolumn{1}{c}{Urique} & 57.831 & 39.82 & 86.67 & With lacing \\ \cline{3-6}  & & \multicolumn{1}{c}{Esteril} & 354.12 & 77.906 & 310.01 & Concerted \\ \cline{3-6}  & & \multicolumn{1}{c}{Guadalansa} & 209.092 & 41.73 & 117.85 & \multicolumn{1}{c}{Fronted} \\ \cline{3-6}  & & \multicolumn{1}{c}{Jaral} & 244.668 & 75.847 & 347.18 & \multicolumn{1}{c}{With lacing} \\ \cline{3-6}  & & \multicolumn{1}{c}{Tramores} & 173.527 & 64.07 & 152.70 & Concerted \\ \cline{3-6}  & & \multicolumn{1}{c}{Duque} & 112.05 & 55.907 & 116.93 & Concerted \\ \cline{3-6}  & & \multicolumn{1}{c}{16 th} & Sal & 253.902 & 35.471 & 203.48 & Ordinary \\ \hline \multirow{2}{*}{Oval} & \multirow{2}{*}{13 th-15 th} & Agicampe & 461.665 & 82.925 & 1303.72 & \multicolumn{1}{c}{Galleting} \\ \cline{3-6}  & & \multicolumn{1}{c}{Montelviche} & 114.553 & 29.721 & 100.72 & Ordinary \\ \cline{3-6}  & & \multicolumn{1}{c}{Vifuuela} & 76.745 & 49.013 & 93.74 & Concerted \\ \cline{3-6}  & & \multicolumn{1}{c}{Cassola} & 119.78 & 49.11 & 149.10 & Ordinary \\ \cline{3-6}  & & \multicolumn{1}{c}{Manganeto} & 196.213 & 58.74 & 220.15 & \multicolumn{1}{c}{With lacing} \\ \cline{3-6}  & & \multicolumn{1}{c}{16 th} & \multicolumn{1}{c}{Cantal} & 95.616 & 71.712 & 144.85 & Concerted \\ \cline{3-6}  & & \multicolumn{1}{c}{Ancon} & 103.488 & 62.995 & 136.64 & \multicolumn{1}{c}{Fronted} \\ \cline{3-6}  & & \multicolumn{1}{c}{18 th} & Derecha & 241.741 & 50.659 & 338.23 & \multicolumn{1}{c}{With lacing} \\ \hline \multirow{2}{*}{Conical} & \multirow{2}{*}{18 th} & Lagos & 97.072 & 56.302 & 142.33 & Concerted \\ \cline{3-6}  & & \multicolumn{1}{c}{Chilches} & 126.284 & 41.674 & 87.72 & Concerted \\ \hline \multicolumn{2}{c}{Horseshoe} & \multicolumn{1}{c}{18 th} & Moya & 244.399 & 43.899 & 224.34 & Ordinary \\ \hline \hline \end{tabular}
\end{table} 
Table 1: Data Related to the Towers Built with Masony. Figure 14: Analysis of masonry homogeneity. found. The box is divided into two sectors by the median (quartile 2). The vertical lines (whiskers) represent the amplitude of the complete set of values and the arithmetic mean is represented by a cross. To avoid distortion in the graph, maximum values have been omitted, i.e., values over 75 per cent and lower than 25 per cent have not been included. Finally, the joints were studied to complete the characterisation of rough stone distribution in the masonry. This step allowed us to assess the masonry's jointing and the homogeneity of its courses, which is essential to defining the quality of the construction appropriately (Figure 15). Rammed earth towers were characterised on the basis of the height of the caissons, the thickness of the walls, and the possible insertion of other materials, such as spot reinforcement in certain areas (Table 2).