Influence of Water Saturation on Mechanical Properties of Porous Building Stones

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Título: Influence of Water Saturation on Mechanical Properties of Porous Building Stones
Autor/es: Rabat, Álvaro | Tomás, Roberto | Cano, Miguel
Grupo/s de investigación o GITE: Ingeniería del Terreno y sus Estructuras (InTerEs)
Centro, Departamento o Servicio: Universidad de Alicante. Departamento de Ingeniería Civil
Palabras clave: Porous building stones | Mechanical properties | Water saturation effect | Strength and deformability
Área/s de conocimiento: Ingeniería del Terreno
Fecha de publicación: 2020
Editor: University of Cantabria
Cita bibliográfica: Rabat, Álvaro; Tomás, Roberto; Cano, Miguel. “Influence of Water Saturation on Mechanical Properties of Porous Building Stones”. In: REHABEND 2020: Construction Pathology, Rehabilitation Technology and Heritage Management (8th REHABEND Congress), Granada (Spain), March 24th-27th, 2020. Santander: University of Cantabria, 2020. ISBN 978-84-09-17873-5, pp. 1314-1323
Resumen: Currently, rock materials are principally used in the construction of emblematic buildings, ornamental elements, retaining systems or as replacement material of architectural monuments. Nevertheless, despite most these constructions are commonly in moist environments or in direct contact with water, standard tests determine rock mechanical properties under dry conditions, after removing water content in an oven. Furthermore, it is well known that moisture is a key ingredient in the strength of some rocks. These points mean that there is a need to study in more detail the effect of water content on mechanical properties of building stones. The objective of this research was to quantify the effect of water saturation on strength and deformability of porous building stones from the province of Alicante. To this aim, cylindrical specimens of three Bateig varieties were prepared and the bulk and real densities, open and total porosities, water absorption and P and S wave velocity were determined according to UNE Spanish standards. Subsequently, for each variety of building stone, half of the samples were dried in an oven at 105 ºC to obtain dry samples and the other half were soaked in water inside a vacuum chamber to fully saturate them. Finally, all samples were tested in laboratory in order to determine the mechanical properties under dry and saturated conditions. The results showed a very significant reduction of unconfined compressive strength, Young modulus and point load strength index, so it is necessary to consider the saturation effect when these stones are exposed to water during its lifetime.
Patrocinador/es: This study was funded by the Vicerrectorado de Investigación y Transferencia del Conocimiento of the University of Alicante through Predoctoral scholarship FPUUA53-2018 and the projects UAUSTI18-21 and UAEEBB2018-09. The authors thank the company "Bateig Piedra Natural S.A." for providing the rock specimens and some pictures used in this research.
URI: http://hdl.handle.net/10045/118812
ISBN: 978-84-09-17873-5
ISSN: 2386-8198
Idioma: eng
Tipo: info:eu-repo/semantics/conferenceObject
Derechos: © REHABEND
Revisión científica: si
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