Modelización y estimación de la durabilidad de materiales pétreos porosos frente a la cristalización
ABSTRACT 291 pp.-- Tesis desarrollada en el Departamento de Ciencias de la Tierra y del Medio Ambiente, Facultad de Ciencias, Universidad de Alicante (2002). [EN] In this Thesis, different mechanisms of salt crystallisation are evaluated, and stone durability against salt crystallisation is also quantified. These stones are widely used not only in architectural and cultural heritage but also in modern buildings, used as building material. Three salt crystallisation mechanisms are studied: evaporation process of brines from porous media of rocks; the influence of porous media on the mineral precipitation sequence; and, finally, the crystallisation pressure that mineral growth produces over the pore wall. In order to quantify stone durability, a salt crystallisation test, based on partial immersion of the materials, is proposed. For this purpose, nineteen porous stones have been chosen for their different petrophysical and petrographic characteristics (mainly bioclastic rocks with different grain size); and two brines have also been used for their abundance and aggresiveness: NaCl and Na2SO4. Finally, a durability theoretic estimator is proposed, including parameters of porous media and mechanical properties of rocks. [ES] Los objetivos de esta tesis son (i)modelizar la cristalización de sales en medios porosos mediante el estudio de la saturación de los diferentes minerales que van a crecer en el seno de rocas porosas por evaporación, la determinación experimental de la secuencia de precipitación que se produce en los poros de las rocas proponiendo las ecuaciones básicas que rigen dicho proceso y la determinación de la variación del sistema poroso de la roca por la presión de cristalización, evaluando mediante las ecuaciones teóricas planteadas por Scherer (1999) la influencia de los parámetros más importantes que definen dicha presión: el volumen molar, la tensión superficial cristal-salmuera y la interacción cristal-superficie de la roca. Adicionalmente, esta Tesis pretende cuantificar la durabilidad de las rocas porosas, (i) proponiendo un nuevo ensayo acelerado de cristalización de sales más acorde con las observaciones reales, en contraposición a los ensayos basados en ciclos de inmersión total de la roca en salmuera y (ii) definiendo estimadores teóricos de durabilidad acordes con los mecanismos de degradación de las rocas porosas de construcción por la acción de la cristalización de sales evaluados y cuantificados a lo largo de la tesis doctoral. Esta Tesis ha sido financiada por una beca de formación de personal investigador de la Generalitat Valenciana y por los proyectos: PB96-0321, GV97-RN14-3 y MAT2000-074. Peer reviewed
Full-textDOI: · Available from: D. Benavente, Apr 06, 2014
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- "These limestones mainly have interparticle porosity. L8 and L9 are detrital limestones (biocalcirrudites) composed of large allochem grains (mainly bivalves, bryozoans and red algae) (Benavente, 2003). L10 is a biomicrite composed of oriented fragments of fossils (mainly ostracods and molluscs), which, consequently, provide a structural anisotropy to the rock. "
ABSTRACT: In this paper, absolute water permeability is estimated from capillary imbibition and pore structure for 15 sedimentary rock types. They present a wide range of petrographic characteristics that provide degrees of connectivity, porosities, pore size distributions, water absorption coefficients by capillarity and water permeabilities. A statistical analysis shows strong correlations among the petrophysical parameters of the studied rocks. Several fundamental properties are fitted into different linear and multiple expressions where water permeability is expressed as a generalized function of the properties. Some practical aspects of these correlations are highlighted in order to use capillary imbibition tests to estimate permeability. The permeability–porosity relation is discussed in the context of the influence of pore connectivity and wettability. As a consequence, we propose a generalized model for permeability that includes information about water fluid rate (water absorption coefficient by capillarity), water properties (density and viscosity), wetting (interfacial tension and contact angle) and pore structure (pore radius and porosity). Its application is examined in terms of the type of pores that contribute to water transport and wettability. The results indicate that the threshold pore radius, in which water percolates through rock, achieves the best description of the pore system. The proposed equation is compared against Carman–Kozeny's and Katz–Thompson's equations. The proposed equation achieves very accurate predictions of the water permeability in the range of 0.01 to 1000 mD.Engineering Geology 06/2015; DOI:10.1016/j.enggeo.2015.06.003 · 1.76 Impact Factor
- "The fluid transport properties of building stones are one of the most important factors determining their durability. Fluid transport may favour weathering processes such as freezethaw crystallisation pressure, hydration pressure, and salt precipitation (Benavente, 2003). Currently, in the construction and building material sector, research into transport properties is extensively focused on unsaturated flow models (see Ioannou et al., 2004; Ruíz de Argandoña et al., 2004; Benavente et al., 2002; Mosquera et al., 2000). "
Conference Paper: Estimation of water permeability of building brecciaed dolostones[Show abstract] [Hide abstract]
ABSTRACT: Three kinds of brecciated dolostones (BD) from the Betic Cordillera (Spain) marketed as commercial marble and extensively used as construction and building materials were studied in order to describe their water transport properties. Water permeability and capillary imbibition test were undertaken in order to determine the influence of pore structure on water transport within these types of stones. These BD are commonly known in the commercial sector as Marrón Emperador (ME), Beige Serpiente (BS) and Amarillo Triana (AT). In general terms, they are all mesocrystalline dolostones with different degrees of fissure density. These fissure systems are frequently filled with mineral calcite and dolomite cement and sometimes present evidence of strong dissolution processes. Spatial distribution of textural components differs significantly according to the variety studied. A correlation between water permeability and other physical properties is discussed, including both pore structure (porosity and pore size distribution) and fissure geometry (width and density). Since permeability is a directional quantity, it has been measured in three orthogonal directions, together with the other parameters. In order to establish a relationship between all parameters, multivariate statistical tools have been applied. The mercury intrusion porosimetry results defined two kinds of porous family: matrix/cement (porous space) and fissures. Moreover, we found that the permeability logarithm correlates with fissure density (~70%) and is independent of both porosity and fissure width. Furthermore, principal component analysis corroborates permeability dependence on fissure density and suggests strong influence of mean porous size on permeability. The anisotropic index estimated for ME and AT is quite some distance from 1, indicating strong anisotropic permeability, whereas for BS it is nearer to 1, denoting isotropic permeability behaviour.Water and Cultural Heritage: 7th International Symposium on the Conservation of Monuments in the Mediterranean Basin, Orleans, France.; 06/2007
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ABSTRACT: The combined influence of rock fabric, pore geometry and mineralogy (petrological parameters) on transport properties in complex and heterogeneous naturally fractured rocks was studied experimentally. As fissure geometry quantification has rarely been addressed in most theoretical studies of transport properties, emphasis was placed on the effects of fissure geometry on both non-saturated media (capillary rise) and saturated media (permeability).We proved that prediction of transport properties in complex rocks is not guaranteed by the estimation of the classic micro-structural variables considered in the literature and that accurate prediction can only be attained when petrological parameters are first quantified in depth, and then combined.Principal component analysis and the regression models proposed here clearly demonstrated on the one hand that, a meaningful porous network in non-saturated media must be modelled with a combination of different geometrical capillary tubes representing the matrix (cylindrical) and the fissure (rectangular prism) and on the other hand, that in saturated media a well-in-deep fissure size quantification enabled a more accurate prediction of permeability to be made.The experimental data confirm that transport properties and its anisotropy are closely dependent on fissure typology, textural characteristics, mineralogy and spatial distribution of the whole rock fabric elements. Enlarged-fissures weakly exert capillary suction due to the retarding effect of gravitational forces, but they are vital in controlling permeability. Cracklebreccias with small clasts, high dolomite cement content and high inter-clast fissure density exhibit strong capillary suction. However, high calcite cement produces abnormally low rates of capillary rise, due to possible pore surface contamination, together with a high contact angle effect. Good agreement between permeability and geometric factors provided a suitable basis for identifying preferred permeable directions. Additionally, we found a critical fissure density which defined the isotropic matrix permeability. We also present a new practical and simple linear model relating permeability to capillarity with meaningfully and easily estimated petrological parameters.Results obtained in the present study demonstrated the correct identification and use of more directly related petrological variables for modelling transport properties. Moreover, the analysis of these results using multivariate analysis is considerably more demanding compared to the conventional approaches.Engineering Geology 04/2009; 107:1-15. DOI:10.1016/j.enggeo.2009.03.009 · 1.76 Impact Factor