For estimation of the durability of structures, it is highly desirable to quantify and simulate the chloride diffusion process in concrete. To this end, diffusion-cell experiments delivering the chloride diffusivity of cement pastes with different water-cement ratios (related to different microporosities) are evaluated in a scale-transition analysis. For prediction of the apparent chloride diffusivity, cement paste can be modelled by means of a differential scheme involving non-diffusive spherical inclusions in a diffusive matrix. As a result, chloride diffusivity of cement paste is obtained as a function of the microporosity and the chloride diffusivity in the micropore solution. Remarkably, the latter turns out to be one order of magnitud...
International audienceThe multi-scale modeling of Portland cement paste is addressed to predict simu...
International audienceThis work presents two complementary techniques to study 36Cland stable chlori...
Concrete is seldom saturated due to its self-desiccation. Even the submerged concrete structures may...
For estimation of the durability of structures, it is highly desirable to quantify and simulate the ...
For estimation of the durability of structures, it is highly desirable to quantify and simulate the ...
In this paper, a two-step model is proposed to predict the effective chloride diffusivity of cement ...
A chloride mini-migration method is proposed to estimate effective diffusion coefficients at the sca...
The effect of the composition of the cement paste with respect to the water:cement ratio and mineral...
Experiments are carried out to investigate the chloride diffusivity in partially saturated ordinary ...
International audienceThis study presents a reliable method for evaluating chloride-effective diffus...
The intention of this paper is to estimate the steady-state chloride diffusion coefficient of mature...
Because of continuous cement hydration and chloride binding during the process of chloride diffusion...
The paper proposes a combined application of composite theory and Powers ’ model for microstructural...
For accurately predicting the service life and evaluating the durability of reinforced concrete stru...
Due to common heavy snowfall in winter, concrete structures in cold countries are regularly in cont...
International audienceThe multi-scale modeling of Portland cement paste is addressed to predict simu...
International audienceThis work presents two complementary techniques to study 36Cland stable chlori...
Concrete is seldom saturated due to its self-desiccation. Even the submerged concrete structures may...
For estimation of the durability of structures, it is highly desirable to quantify and simulate the ...
For estimation of the durability of structures, it is highly desirable to quantify and simulate the ...
In this paper, a two-step model is proposed to predict the effective chloride diffusivity of cement ...
A chloride mini-migration method is proposed to estimate effective diffusion coefficients at the sca...
The effect of the composition of the cement paste with respect to the water:cement ratio and mineral...
Experiments are carried out to investigate the chloride diffusivity in partially saturated ordinary ...
International audienceThis study presents a reliable method for evaluating chloride-effective diffus...
The intention of this paper is to estimate the steady-state chloride diffusion coefficient of mature...
Because of continuous cement hydration and chloride binding during the process of chloride diffusion...
The paper proposes a combined application of composite theory and Powers ’ model for microstructural...
For accurately predicting the service life and evaluating the durability of reinforced concrete stru...
Due to common heavy snowfall in winter, concrete structures in cold countries are regularly in cont...
International audienceThe multi-scale modeling of Portland cement paste is addressed to predict simu...
International audienceThis work presents two complementary techniques to study 36Cland stable chlori...
Concrete is seldom saturated due to its self-desiccation. Even the submerged concrete structures may...