“…Different proposals may be found in the literature to consider the pore filling effect [4,18,19]. In this work, the hyperbolic function proposed by Idiart et al [4] has been adopted, which yields comparable trends to the relationship proposed by…”
Section: 31-pore Filling Effectmentioning
confidence: 83%
“…Samson & Marchand [19] and has the advantage to explicitly depend on the initial porosity ( 0 ). The diffusion coefficient is calculated according to Eq.…”
A diffusion -reaction numerical model is proposed to simulate the response of concrete exposed to external sulfate attack. Diffusion properties are modified based on the strain reached and the ratio of porosity filled by ettringite. A direct and intuitive approach is proposed for the consideration of the diffusion in a cracked porous media based on the constitutive law of the material. A methodology to compute expansions based on a more realistic consideration of the concrete porosimetry is presented, by which it is possible to distinguish different strain contributions from different pore sizes. The described approach also allows the consideration of different capacities to accommodate expansive product for each pore size considered and the faster filling rate existent in small pores. Critical parameters of the numerical model developed are recognized and
“…Different proposals may be found in the literature to consider the pore filling effect [4,18,19]. In this work, the hyperbolic function proposed by Idiart et al [4] has been adopted, which yields comparable trends to the relationship proposed by…”
Section: 31-pore Filling Effectmentioning
confidence: 83%
“…Samson & Marchand [19] and has the advantage to explicitly depend on the initial porosity ( 0 ). The diffusion coefficient is calculated according to Eq.…”
A diffusion -reaction numerical model is proposed to simulate the response of concrete exposed to external sulfate attack. Diffusion properties are modified based on the strain reached and the ratio of porosity filled by ettringite. A direct and intuitive approach is proposed for the consideration of the diffusion in a cracked porous media based on the constitutive law of the material. A methodology to compute expansions based on a more realistic consideration of the concrete porosimetry is presented, by which it is possible to distinguish different strain contributions from different pore sizes. The described approach also allows the consideration of different capacities to accommodate expansive product for each pore size considered and the faster filling rate existent in small pores. Critical parameters of the numerical model developed are recognized and
“…Consequently the surrogate data can be used in the initial SRNL Porflow runs required to meet the Saltstone PA schedule. 3 3 STADIUM ® results using data for the saltstone Vaults 1 / 4 and Disposal Unit 2 concrete samples prepared at SIMCO Technologies, Inc., are expected to be available and will be provided in the final report due at the end of the calendar year. Due to the low porosities and permeabilities and high degree of sulfate resistance of the saltstone Vaults 1 / 4 and Disposal Unit 2 concretes, validation of the model results is not expected for several months after the final report is issued.…”
Section: Selection Of Surrogate Concrete Samples For Early Resultsmentioning
confidence: 99%
“…A comparison of these values with values used in the SRS PAs is provided in Table 5-5. 4 6 E-08 1 E-08 NO 3 1.9 E-07 4 E-08 NO 2 1.9 E-07 5 E-08…”
Section: Srns-sti-2008-00050 Revision 0 August 19 2008mentioning
confidence: 99%
“…For the simulations it was assumed that the NO 3 -and NO 2 -did not react with other species to form additional phases or solid solutions. A more detailed discussion of the equilibrium mineral assemblage is provided in Attachment 2.…”
Section: 3 Equilibrium Mineral Assemblagesmentioning
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