2007
DOI: 10.1016/j.cemconres.2006.06.004
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Modeling of the link between microstructure and effective diffusivity of cement pastes using a simplified composite model

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Cited by 95 publications
(49 citation statements)
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“…Figure 9 illustrates the percolation function of the more permeable phase, i.e. the dependence of the percolating fraction on the total volume fraction, in hardened cement paste [19].…”
Section: Combination Of Hp Uc and Poresmentioning
confidence: 99%
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“…Figure 9 illustrates the percolation function of the more permeable phase, i.e. the dependence of the percolating fraction on the total volume fraction, in hardened cement paste [19].…”
Section: Combination Of Hp Uc and Poresmentioning
confidence: 99%
“…The more permeable phase must enable transport through a connected path, and the tortuosity coefficient thus reflects the length of the diffusion path or the formation difficulty of the diffusion path, as shown in Figure 7. Thus the effective diffusion coefficient of the composite material depends on the tortuosity coefficients, the phase diffusion coefficients and the phase volume fractions, as expressed in Equation 5 [19]. (5) In Equation 5, D e is the effective diffusion coefficient of the composite material, d i are the phase diffusion coefficients (of solid and pore phase), ϕ i are the volume fractions of (solid and pore phase) and T i (ϕ i ) are the tortuosity coefficients (of solid and pore phase) as a function of the respective volume fractions ϕ i .…”
Section: Combination Of Hp Uc and Poresmentioning
confidence: 99%
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“…Indeed Chapelle tests, which allow the quantification of the amount of lime fixed by a material, carried out on BAs and NP have shown that BA fixes 352 mg of calcium oxide per gram of material and NP absorbs 290 mg of calcium oxide per gram of materials. 29 BAs will react with more calcium hydroxide than NP; so the amount of calcium hydroxide will be lower in the presence of the ternary matrix than in the presence of commercial cement, the degradation of raw fibers will slow down and the quantity of formed calcium silicate hydrates responsible for the high compressive strength of cement will also be reduced. 30 CSHs are produced by the hydration of mineralogical phases of cement (2 calcium oxide), silicon dioxide) as dicalcium silicate (C 2 S) and (3(calcium oxide), silicon dioxide) as tricalcium silicate (C 3 S)).…”
Section: Specific Heatmentioning
confidence: 99%
“…On one hand, the thermal conductivity varies as a function of the matrix, the amount and the treatment of the fibers as shown in section 3.2.1.1, and on the other hand, the specific heat is quasi-constant, that is to say that diffusivity × density changes with those parameters. Indeed Bejaoui and Bary, 29 in a modeling study of the link between microstructure and effective diffusivity of cement paste, proposed that the diffusivity of calcium silicate hydrates ((CaO) x (SiO 4 ) y (H 2 O) z or CSHs) produced during the cementitious matrix hydration depends on the density of these products.…”
Section: Specific Heatmentioning
confidence: 99%