Mathematical modelling of the water absorption properties for historical lime-based mortars from Catania (Sicily, Italy)
Pith reviewed 2026-05-23 16:51 UTC · model grok-4.3
The pith
A mathematical model with saturation-dependent capillary pressure and permeability, calibrated to imbibition data, reproduces the retention curves of two historic lime mortars from Catania.
A machine-rendered reading of the paper's core claim, the machinery that carries it, and where it could break.
Core claim
The authors formulate a mathematical model in which capillary pressure and permeability are written as functions of saturation; the concrete expressions and their coefficients are fixed by calibrating the numerical scheme against imbibition experiments performed on the two mortars. Validation consists of comparing the retention curve produced by the calibrated simulation with the curve measured in the laboratory. The comparison shows that the model reproduces the principal features of the experimentally observed absorption behavior for both the ghiara and azolo materials.
What carries the argument
Calibration of saturation-dependent expressions for capillary pressure and permeability against imbibition data to produce matching retention curves.
If this is right
- The retention curve for each mortar can be obtained from simulation once the imbibition data are available.
- The same calibration procedure works for both volcanic-aggregate mortars examined.
- Direct laboratory measurement of the retention curve is not required once the imbibition-based calibration has been performed.
- The numerical algorithm supplies a practical way to predict the main moisture-transport characteristics of these historic materials.
Where Pith is reading between the lines
- The method could lower the amount of material that must be sampled from protected historic structures.
- Analogous calibration steps might be applied to other porous building materials whose imbibition behavior is easier to measure than their full retention curves.
- The calibrated functions could serve as input for larger-scale simulations of moisture movement through entire walls or buildings.
- If the functional forms prove transferable, the approach could support comparative studies of mortars from different historic sites.
Load-bearing premise
Capillary pressure and permeability can be written as functions of saturation whose shapes and parameters are fixed solely by fitting to imbibition measurements on these two mortars.
What would settle it
If the retention curve generated by the calibrated simulation deviates substantially from the laboratory-measured retention curve for either the ghiara or the azolo mortar, the claim that the model reproduces the main experimental features would be refuted.
Figures
read the original abstract
In this paper we propose a mathematical model of the capillary and permeability properties of lime-based mortars from the historic built heritage of Catania (Sicily, Italy) produced by using two different types of volcanic aggregate, i.e. ghiara and azolo. In order to find a formulation for the capillary pressure and the permeability as functions of the saturation level inside the porous medium we calibrate the numerical algorithm against imbibition data. The validation of the mathematical model was done by comparing the experimental retention curve with the one obtained by the simulation algorithm. Indeed, with the proposed approach it was possible to reproduce the main features of the experimentally observed phenomenon for both materials.
Editorial analysis
A structured set of objections, weighed in public.
Referee Report
Summary. The manuscript proposes a mathematical model for the capillary pressure and permeability properties of historical lime-based mortars from Catania produced with ghiara and azolo volcanic aggregates. The model expresses capillary pressure and permeability as functions of saturation, with parameters calibrated against imbibition data; validation consists of comparing the simulated retention curve to experimental data, with the claim that main observed features are reproduced for both materials.
Significance. If the calibration is robust and the validation independent, the approach could offer a practical method for predicting moisture transport in heritage mortars by combining limited experimental data with numerical modeling, which is relevant for conservation applications. The work applies standard inverse modeling techniques to a real-world heritage context.
major comments (2)
- [Abstract] Abstract: the validation compares a simulated retention curve (obtained after fitting p_c(S) and k(S) to imbibition data) to experimental retention data. Because the retention curve is the direct experimental counterpart of the capillary pressure function p_c(S), this step primarily checks consistency of the fitted p_c(S) rather than testing an independent prediction of absorption behavior.
- [Abstract] Abstract: no functional forms, governing equations, or error metrics (e.g., RMSE or R² for the imbibition fit or retention-curve comparison) are supplied, nor is it stated whether the retention-curve data were withheld from the calibration; without these details the claim that “main features” are reproduced cannot be assessed quantitatively.
minor comments (2)
- The manuscript should include the explicit expressions chosen for p_c(S) and k(S) together with the numerical scheme used to solve the resulting PDE system.
- Provide the raw imbibition and retention data (or at least tabulated values) and the fitting procedure so that the calibration can be reproduced.
Simulated Author's Rebuttal
We thank the referee for the constructive comments. We address each point below and will revise the abstract to improve clarity and provide the requested quantitative details.
read point-by-point responses
-
Referee: [Abstract] Abstract: the validation compares a simulated retention curve (obtained after fitting p_c(S) and k(S) to imbibition data) to experimental retention data. Because the retention curve is the direct experimental counterpart of the capillary pressure function p_c(S), this step primarily checks consistency of the fitted p_c(S) rather than testing an independent prediction of absorption behavior.
Authors: We agree that the retention-curve comparison primarily validates the p_c(S) function obtained via inverse modeling of the imbibition data. However, the retention measurements constitute an independent experimental dataset not used in the calibration, providing a cross-check between dynamic imbibition and static retention experiments. The calibration simultaneously determines both p_c(S) and k(S) through numerical solution of the flow equations, so the retention comparison adds value beyond pure consistency. We will revise the abstract to explicitly state that retention data were withheld from calibration and to describe the validation more precisely. revision: yes
-
Referee: [Abstract] Abstract: no functional forms, governing equations, or error metrics (e.g., RMSE or R² for the imbibition fit or retention-curve comparison) are supplied, nor is it stated whether the retention-curve data were withheld from the calibration; without these details the claim that “main features” are reproduced cannot be assessed quantitatively.
Authors: We accept that the abstract is too brief and omits these specifics. In the revised version we will add: (i) the governing equation (unsaturated flow model), (ii) the chosen functional forms for p_c(S) and k(S), and (iii) quantitative error metrics (RMSE or equivalent) for both the imbibition calibration and the retention-curve comparison. We will also state explicitly that retention data were withheld from the fitting procedure. revision: yes
Circularity Check
No significant circularity; standard calibration followed by independent validation
full rationale
The paper calibrates functional forms and parameters for capillary pressure and permeability versus saturation to imbibition data, then validates by comparing the resulting simulation output against a separately measured experimental retention curve. This is a standard inverse problem workflow with forward prediction on an independent dataset, not a reduction of any claimed prediction to the fitting inputs by construction. No self-definitional steps, fitted-input predictions, or self-citation chains appear in the described chain.
Axiom & Free-Parameter Ledger
free parameters (1)
- parameters defining capillary pressure and permeability versus saturation
axioms (1)
- domain assumption Standard continuum assumptions for unsaturated flow in porous media (Darcy-type relations with saturation-dependent coefficients)
Forward citations
Cited by 1 Pith paper
-
Data-Informed Mathematical Characterization of Absorption Properties in Artificial and Natural Porous Materials
Experimental imbibition data on four porous materials are pre-processed with a monotonicity-preserving fit and used to calibrate a PDE model of capillary absorption.
Reference graph
Works this paper leans on
-
[1]
http://www.groundwatersoftware.com/v9 n9 vistas.htm
-
[2]
C. Andrade and R. d’Andr´ ea and N. Rebolledo. Calculation of tortuosity factor for the model based in concrete resistivity, (2012)
work page 2012
-
[3]
Assouline S. A model for soil relative hydraulic conductivity based on the water retention characteristic curve Water resources research, 37, 265-271 (2001)
work page 2001
-
[4]
Bear J., Y. Bachmat Y., Introduction to modelling of transport phenomena in porous media, Kluwer Academic Publisher, 1991
work page 1991
-
[7]
Bretti G., De Filippo B., Natalini R., Goidanich S., Roveri M., Toniolo L. (2021). Modelling the effects of protective treatments in porous materials, Mathematical Modeling in Cultural Heritage. In: (a cura di): E: Bonetti, C. Cavaterra, R. Na- talini, M. Solci., Mathematical Modeling in Cultural Heritage. SPRINGER INDAM SERIES, p. 73-83, ISBN: 978-3-030-...
- [9]
-
[12]
F. Clarelli, R. Natalini, C. Nitsch, M. L. Santarelli. A mathematical model for consol- idation of building stones, Applied and Industrial Mathematics in Italy III: Selected Contributions from the 9th SIMAI Conference, Rome, Italy, 15-19 September, 2008, Vol. 82, World Scientific, 2009, p. 232
work page 2008
-
[13]
N.R. Backeberg, F. Iacoviello, M. Rittner, T.M. Mitchell, A.P. Jones, R. Day, J. Wheeler, P.R. Shearing, P. Vermeesch, A. Striolo, 2017. Quantifying the anisotropy and tortuosity of permeable pathways in clay-rich mudstones using models based on X-ray tomography. Scientific Reports volume 7, Article number: 14838
work page 2017
-
[14]
Battiato, Le malte del centro storico di Catania, Mater
G. Battiato, Le malte del centro storico di Catania, Mater. e Tec. Costr. Della Tradiz. Sicil. Doc. 16 Dell’Istituto Dipartimentale Di Archit, e Urban., Universit´ a di Catania, 1988, pp. 85–107
work page 1988
-
[15]
J. Bear. Dynamics of flow in porous media. NY: Dover, 1972
work page 1972
-
[16]
C. M. Belfiore, M.F. La Russa, P. Mazzoleni, A. Pezzino, M. Viccaro, Technological study of “ghiara” mortars from the historical city centre of Catania (Eastern Sicily, Italy) and petro-chemical characterisation of raw materials, Environ. Earth Sci. 61 (2010) 995–1003, https://doi.org/10.1007/s12665-009-0418-5
-
[17]
C.M. Belfiore, R. Visalli, G. Ortolano, G. Barone, P. Mazzoleni, A GIS-based image processing approach to investigate the hydraulic behavior of mortars in- duced by volcanic aggregates, Construct. Build. Mater. 342 (2022), 128063, https://doi.org/10.1016/J.CONBUILDMAT.2022.128063. 20 G. BRETTI AND C. M. BELFIORE
-
[18]
C. M. Belfiore, G. Montalto, C. Finocchiaro, G. Cultrone, P. Mazzoleni. Durability tests on lime-based mortars from the historic built heritage of Catania (Eastern Sicily, Italy): An experimental study. Journal of Building Engineering 80 (2023) 108137
work page 2023
-
[19]
M. P. Bracciale, G. Bretti, A. Broggi, M. Ceseri, A. Marrocchi, R. Natal- ini, C. Russo. Crystallization Inhibitors: Explaining Experimental Data through Mathematical Modelling. Applied Mathematical Modelling, 48, 21-38 (2017). doi: https://doi.org/10.1016/j.apm.2016.11.026
- [20]
-
[21]
Water Retention Curve of Biocemented Sands Using MIP Results
Cardoso, R., Vieira, J., Borges, I. Water Retention Curve of Biocemented Sands Using MIP Results. Appl. Sci. 2022, 12, 10447. https://doi.org/10.3390/app122010447
-
[22]
A. E. Charola and E. Wendler. An Overview of the Water-Porous Building Materials Interactions. Restoration of Buildings and Monuments, 21 (2-3): 55–65 (2015). DOI: 10.1515/rbm-2015-0006
-
[23]
Z. Chen, G. Huan, Y. Ma. Computational Methods for Mul- tiphase Flows, Porous Media, Society for Industrial and Ap- plied Mathematics, 2006. doi:10.1137/1.9780898718942. URL http://epubs.siam.org/doi/abs/10.1137/1.9780898718942
-
[24]
de Boever, W., Bultreys, T., Derluyn, H., Van Hoorebeke, L., Cnudde, V. Comparison between traditional laboratory tests, permeability measurements and CT-based fluid flow modelling for cultural heritage applications. Science of the Total Environment 2016, 554-555, 102-112
work page 2016
-
[25]
Della Vecchia G., Dieudonn´ e A. C., Jommi C. and Charlier R.. Accounting for evolv- ing pore size distribution in water retention models for compacted clays Int. J. Numer. Anal. Meth. Geomech. (2014)
work page 2014
-
[26]
D. Aregba-Driollet, F. Diele, R. Natalini, A mathematical model for the sul- phur dioxide aggression to calcium carbonate stones: numerical approxima- tion and asymptotic analysis, SIAM J. Appl. Math. 64 (5) (2004) 1636–1667. http://dx.doi.org/10.1137/S003613990342829X
-
[27]
Gleeson T., Smith L., Moosdorf N., Hartmann J., Durr H. H., Manning A. H., van Beek L. P. H., Jellinek A. M. Mapping permeability over the surface of the Earth, Geophysical Research Letters, Vol. 38 (2), 2011
work page 2011
-
[28]
J. R. Rumble. CRC Handbook of Chemistry and Physics (99th ed.). Boca Raton, ed. 2018, FL: CRC Press. ISBN 978-1-138-56163-2
work page 2018
-
[29]
HyperPhysics website, http://hyperphysics.phy-astr.gsu.edu/hbase/hframe.html, Georgia State University
-
[30]
van Genuchten, M. T., A closed-form equation for predicting the hydraulic conduc- tivity of unsaturated soils, Soil Sci. Soc. Am. J., 44, 892-898, 1980
work page 1980
-
[31]
Zahasky, C. and Benson, S. M. (2019). Spatial and temporal quan- tification of spontaneous imbibition. Geophysical Research Letters, 46, https://doi.org/10.1029/2019GL084532
-
[32]
Zimmerman R. W. and Bodvarsson G. S. An Approximate Solution for One- Dimensional Absorption in Unsaturated Porous Media. Water Resources Research, 25, 1422-1428 (1989)
work page 1989
discussion (0)
Sign in with ORCID, Apple, or X to comment. Anyone can read and Pith papers without signing in.