2005
DOI: 10.1016/j.culher.2004.08.002
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Water permeability vs. porosity in samples of Roman mortars

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Cited by 30 publications
(20 citation statements)
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“…The small pore size confirms that mortars are less permeable to water (Farci et al . ). Some samples of mortar layers A (GNU75 and GNU76) and C (GNU59, GNU61, GNU63 and GNU81) show a bimodal distribution of pores, with a large intrusion peak in the range from 0.15 to 1 µm and a small intrusion peak from 10 to 30 µm.…”
Section: Resultsmentioning
confidence: 97%
See 1 more Smart Citation
“…The small pore size confirms that mortars are less permeable to water (Farci et al . ). Some samples of mortar layers A (GNU75 and GNU76) and C (GNU59, GNU61, GNU63 and GNU81) show a bimodal distribution of pores, with a large intrusion peak in the range from 0.15 to 1 µm and a small intrusion peak from 10 to 30 µm.…”
Section: Resultsmentioning
confidence: 97%
“…The pore systems of the selected mortar samples were investigated by means of mercury intrusion porosimetry (MIP) (Lanas and Alvarez 2003;Farci et al 2005). Small representative fragments, approximately 1 cm 3 in size, were dried in an oven for 24 h at 105°C, and then analysed using Micromeritics® Autopore IV 9500 equipment.…”
Section: Methodsmentioning
confidence: 99%
“…Hydraulic compounds also result in a less soluble material with the ability to set under water, although the specific properties also depend on the type of pozzolanic aggregate employed (Gibbons, 2003), the milling degree of the raw materials, which considerably increases their reactivity (Miriello et al, In press), and the fine grain size of the raw materials, which results in a lower porosity (Farci et al, 2005).…”
Section: Lime Production and The Manufacture Of Lime Plastersmentioning
confidence: 98%
“…In order to evaluate the permeability, we have applied the Carman-Kozeny equation (Carman 1937;Francis and Dulline 1975;Haynes 1986), which allows for the computation of the permeability from the relationship (Farci et al 2005): Fig. 10 Classification of the facing masonry sandstones in the Deere-Miller (1966) strength-modulus (deformability) diagram, with modified boundaries of strength and deformability according to Přikryl and Š t'astná (2010).…”
Section: Materials Within the Repaired Parts Of The Facing Masonry Anmentioning
confidence: 99%
“…In the case of the building materials studied, with unpredictable pore geometry, the k 0 value is set as 5 (Farci et al 2005). From the broad range of the pores measurable by MIP, we have only taken into account those of diameters greater than 50 nm (i.e., macropores and coarse pores, following the IUPAC 1976 terminology), which according to Darcy's law allow water flow through them.…”
Section: Materials Within the Repaired Parts Of The Facing Masonry Anmentioning
confidence: 99%