How to assess the long-term behaviour of a mortar submitted to leaching? / Siham Kamali-Bernard in European journal of environmental and civil engineering, Vol. 15 N° 7 (Août 2011)  

Public ISBD [article]  inEuropean journal of environmental and civil engineering > Vol. 15 N° 7 (Août 2011) . - pp. 1031-1043 Titre : How to assess the long-term behaviour of a mortar submitted to leaching? Type de document : texte imprimé Auteurs : Siham Kamali-Bernard, Auteur ; Fabrice Bernard, Auteur Année de publication : 2011 Article en page(s) : pp. 1031-1043 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Leaching Cement Mortar Diffusion Tensile Compression Numerical modelling Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The long term behaviour of a mortar submitted to leaching is simulated and both its mechanical and diffusion properties successfully predicted using the 3D numerical tool, MuMoCC platform. The effect of the dissolution of the hydrates such as Portlandite (CH) and Hydrated (sulfo-) aluminates is quantified, showing their significant influence on the decrease of the elastic modulus and the compressive strength, and on the increase of ductility and diffusivity. Moreover, the evolution of both compressive stress-strain curve and effective diffusion coefficient according to leaching duration or leaching depth are predicted for a whole leached sample. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/article.jsp?articleId=16505 [article] How to assess the long-term behaviour of a mortar submitted to leaching? [texte imprimé] / Siham Kamali-Bernard, Auteur ; Fabrice Bernard, Auteur . - 2011 . - pp. 1031-1043. Génie Civil Langues : Anglais (eng) in European journal of environmental and civil engineering > Vol. 15 N° 7 (Août 2011) . - pp. 1031-1043 Mots-clés : Leaching Cement Mortar Diffusion Tensile Compression Numerical modelling Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The long term behaviour of a mortar submitted to leaching is simulated and both its mechanical and diffusion properties successfully predicted using the 3D numerical tool, MuMoCC platform. The effect of the dissolution of the hydrates such as Portlandite (CH) and Hydrated (sulfo-) aluminates is quantified, showing their significant influence on the decrease of the elastic modulus and the compressive strength, and on the increase of ductility and diffusivity. Moreover, the evolution of both compressive stress-strain curve and effective diffusion coefficient according to leaching duration or leaching depth are predicted for a whole leached sample. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/article.jsp?articleId=16505

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