Pc. Philippi et al., THE MICROSTRUCTURE OF POROUS BUILDING-MATERIALS - STUDY OF A CEMENT AND LIME MORTAR, Transport in porous media, 14(3), 1994, pp. 219-245
Building materials such as cement mortars and concrets present a very
broad distribution of pore sizes, from some tenths of angstroms to sev
eral micra. This distribution is very important in establishing their
macroscopic properties, e.g., vapor adsorption and desorption and mois
ture transfer. It is, thus, important to develop procedures to analyze
the microstructure of these materials in the full range of pore sizes
. In the present work, two complementary methods are used for obtainin
g the pore sizes distribution of a cement and lime mortar, often used
as a building coating material. Electron scanning microscopy is used f
or pore sizes greater than 1250 angstrom, from a sequence of pictures
taken with magnifications from 25x to 12500x, for highly polished surf
aces. The heterogeneous spatial distribution of pores is discussed, re
lated to the problem of the geometrical reconstitution of porous struc
ture. For pore sizes smaller than 1250 angstrom, adsorption isotherms
obtained at 30-degrees-C are used. Molecular physical adsorption is su
pposed to be the dominant adsorption mechanism in a wide range of rela
tive humidities and modeled using the De Boer and Zwikker theory. This
is confirmed by a very high correlation coefficient equal to 0.994 fo
r the present case, for values of RH smaller than 80%. Capillary conde
nsation is supposed to become significant at the point where the adsor
ption curve deviates from the linear behavior as predicted by the De B
oer and Zwikker theory, and the Broekhoff and De Boer theory is used f
or predicting the pore size distribution from the adsorption isotherm,
starting from the deviation point and increasing RH. The results show
the pore size distribution between 200 angstrom and 13 mum.