Swelling damage in clay-rich sandstones used in the church of San Mateo in Tarifa (Spain) |
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| Authors: | Eduardo Sebastin Giuseppe Cultrone David Benavente Lucia Linares Fernandez Kerstin Elert Carlos Rodriguez-Navarro |
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| Institution: | aDepartamento de Mineralogía y Petrología, Facultad de Ciencias, Universidad de Granada, Fuentenueva s/n, 18002 Granada, Spain;bLaboratorio de Petrología Aplicada, Unidad Asociada CSIC-UA, Departamento de Ciencias de la Tierra y del Medio Ambiente, Universidad de Alicante, Apdo. 99, 03080 Alicante, Spain;cDepartamento de Construcciones Arquitectónicas, Universidad de Alicante, 03000 Alicante, Spain |
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| Abstract: | This study shows that the sandstone used in the construction of the Church of San Mateo in Tarifa (Cádiz, Spain) is highly sensitive to processes of decay because of a combination of factors that are intrinsic and extrinsic to the material. The mineralogy, texture and porous system of the sandstone and the proximity of the church to the sea all play a part in these processes. X-ray diffraction reveals that there are interstratified chlorite/smectite clays among the minerals that make up the rock. These mixed layer clays have been shown to undergo hydric expansion. This phenomenon may be accompanied and augmented by the presence of NaCl which acts as an electrolyte in osmotic swelling processes. Two varieties of sandstone were used in the construction of the church, namely grey sandstone and brown sandstone. The latter is more porous and undergoes greater hydric expansion, showing a higher degree of deterioration. Ultrasound analysis has demonstrated that both varieties are anisotropic because they contain bedding planes and are affected by the preferred orientation of the phyllosilicates in the rock. The anisotropic nature of these stones was confirmed by capillary suction tests. The capillary front reaches a relatively low height which means that when water is absorbed, the anisotropic textural properties combined with the presence of chlorite–smectite mixed layers in the sandstone result in mechanical (shear) stress between the first few centimetres of the wet stone and the dry area behind. The latter effect favours the development of flakes, so causing the decay of the ornamental stone and the church façade. |
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| Keywords: | Sandstone decay Clay minerals Anisotropy Hydric expansion NaCl |
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