Use of electrical resistance measurement to assess the water saturation profile in porous limestones during capillary imbibition

Abstract Electrical resistance can be a relevant indicator for the assessment of water transfer in porous materials. The aim of this work was to establish a relationship between electrical resistance and water saturation in the case of two limestones used as building stones in the Château de Chambord in France: tuffeau and Richemont stone. For this purpose, firstly the electrical resistance matching different values of degree of saturation was investigated. Experimental measurements were performed to determine a relationship between the electrical resistance and the degree of water saturation, with high sensitivity. Secondly, using this relationship, the capillary imbibition curves and imbibition coefficients of the two stones were precisely determined by electrical resistance measurement.

[1]  K. Beck,et al.  Cyclic wetting–drying ageing test and patina formation on tuffeau limestone , 2014, Environmental Earth Sciences.

[2]  P. Mirwald,et al.  Moisture content of natural stone: static and dynamic equilibrium with atmospheric humidity , 2004 .

[3]  D. Or,et al.  Evaporation from layered porous media , 2010 .

[4]  A. Nielsen,et al.  Gamma-ray-attenuation used for measuring the moisture content and homogeneity of porous concrete , 1972 .

[5]  T. Miyamoto,et al.  Effects of Liquid-phase Electrical Conductivity, Water Content, and Surface Conductivity on Bulk Soil Electrical Conductivity1 , 1976 .

[6]  William John McCarter,et al.  Properties of concrete in the cover zone: developments in monitoring techniques , 1995 .

[7]  O. Rozenbaum,et al.  Modification and modeling of water ingress in limestone after application of a biocalcification treatment , 2014 .

[8]  Kévin Beck Etude des propriétés hydriques et des mécanismes d'altération de pierres calcaires à forte porosité , 2006 .

[9]  M. J. Radebe,et al.  Water transport through cement-based barriers—A preliminary study using neutron radiography and tomography , 2009 .

[10]  Heather Viles,et al.  How wet are these walls? Testing a novel technique for measuring moisture in ruined walls , 2006 .

[11]  K. Beck,et al.  Characterization, water transfer properties and deterioration in tuffeau: building material in the Loire valley—France , 2003 .

[12]  Q. Zeng,et al.  The effect of water saturation degree on the electrical properties of cement-based porous material , 2016 .

[13]  Xavier Brunetaud,et al.  Effect of thermal stress, condensation and freezing–thawing action on the degradation of stones on the Castle of Chambord, France , 2014, Environmental Earth Sciences.

[14]  Siegfried Siegesmund,et al.  Insolation weathering and hygric dilatation: two competitive factors in stone degradation , 2004 .

[15]  Dario Camuffo,et al.  Physical weathering of stones , 1995 .

[16]  E. Martinho,et al.  Main geophysical techniques used for non-destructive evaluation in cultural built heritage: a review , 2014 .

[17]  Kosuke Noborio,et al.  Measurement of soil water content and electrical conductivity by time domain reflectometry: a review , 2001 .

[18]  Siegfried Siegesmund,et al.  Moisture expansion as a deterioration factor for sandstone used in buildings , 2011 .

[19]  Ali Chaaba,et al.  Deterioration analysis of building calcarenite stone in the House of Venus in the archaeological site of Volubilis (Morocco) , 2016 .

[20]  Okan Tezel,et al.  Correlation between electrical resistivity and soil-water content: Istanbul and Golcuk , 2009 .

[21]  T. J. Dean,et al.  Soil water content measurement with a high-frequency capacitance sensor , 1998 .

[22]  W Kloppmann,et al.  Building materials as intrinsic sources of sulphate: a hidden face of salt weathering of historical monuments investigated through multi-isotope tracing (B, O, S). , 2011, The Science of the total environment.

[23]  H. Viles,et al.  Wetting and drying of masonry walls: 2D-resistivity monitoring of driving rain experiments on historic stonework in Oxford, UK , 2010 .

[24]  William John McCarter,et al.  Electrical conductivity, diffusion, and permeability of Portland cement-based mortars , 2000 .

[25]  Rolf Snethlage,et al.  Stone in Architecture , 2011 .

[26]  Rj Kalinski,et al.  Estimating Water Content of Soils from Electrical Resistivity , 1993 .

[27]  J. Eslami,et al.  Evolution of the mechanical behaviour of limestone subjected to freeze–thaw cycles , 2015, Environmental Earth Sciences.

[28]  Philippe Bromblet,et al.  Influence of Water Content on the Mechanical Behaviour of Limestone: Role of the Clay Minerals Content , 2016, Rock Mechanics and Rock Engineering.

[29]  Jan Carmeliet,et al.  Poromechanical approach describing the moisture influence on the non-linear quasi-static and dynamic behaviour of porous building materials , 2004 .

[30]  O. Sass Rock moisture measurements: techniques, results, and implications for weathering , 2005 .

[31]  J. Mertz,et al.  Weathering of limestone after several decades in an urban environment , 2016 .

[32]  陈谦,et al.  Capacitive soil moisture sensor , 2014 .

[33]  W. D. Hoff,et al.  Rising damp: capillary rise dynamics in walls , 2007, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[34]  G. E. Archie The electrical resistivity log as an aid in determining some reservoir characteristics , 1942 .

[35]  Xavier Brunetaud,et al.  Historical Study of Chambord Castle: Basis for Establishing the Monument Health Record , 2013 .

[36]  X. Brunetaud,et al.  Critical degree of saturation: A control factor of freeze–thaw damage of porous limestones at Castle of Chambord, France , 2015 .

[37]  Vincent Barbin,et al.  Influence of the clay coating properties on the dilation behavior of sandstones , 2011 .