Modelling the loss of strength and porosity increase due to the leaching of cement pastes

Cement and Concrete Composites

Volumn 21, Issue 3, 1999, Pages 181-188

  Carde, Christophe ^a   François, Raoul ^a  

^a Institut National des Sciences Appliquées   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; CHEMICAL ATTACK; COMPRESSIVE STRENGTH; DEGRADATION; LEACHING; MATHEMATICAL MODELS; POROSITY; STRESS CONCENTRATION; WATER;

CEMENT PASTES; DECALCIFICATION; RUPTURE; STRESS DISTRIBUTION MODEL;

ADHESIVE PASTES;

EID: 0032639281     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(98)00046-8     Document Type: Article

References (9)

1. [1] Adenot F, Buil M. Modelling of the corrosion of the cement paste by deionized water. Cement and Concrete Research 1992;22:259-272.
2. [2] Carde C, Escadeillas G, François R. Use of ammonium nitrate solution to simulate and accelerate the leaching of cement pastes due to deionized waters. Magazine of Concrete Research 1997;49(181):295-301.
3. [3] Revertégat E, Richet C, Gégout P. Effect of pH on the durability of cement pastes. Cement and Concrete Research 1992;22:259-272.
4. [4] Carde C, François R. Effect of the leaching of calcium hydroxide from cement paste on mechanical and physical properties. Cement and Concrete Research 1997;27(4):539-550.
5. [5] Carde C, François R, Torrenti J-M. Leaching of both calcium hydroxide and C-S-H from cement paste: modeling the mechanical behavior. Cement and Concrete Research 1996;26:1257-1268.
6. [6] Lea FM. Magazine of Concrete Research, 1965;17(52):115-116.
7. [7] Faucon P, Le Bescop P, Adenot F, Bonville P, Jacquinot J-F, Pineau F, Felix B. Leaching of cement: study on the surface layer. Cement and Concrete Research 1996;26(11):1707-1715.
8. [8] Torrenti JM, Boulay C. Résultats récents concernant l'essai de compression du béton. Annales de l'Institut Technique du Batiment et des Travaux Publics, 1993:513.
9. [9] Granju JL, Maso J-C. Résistance à la compression simple de pure pâtes de ciment, temps de durcissement supérieur à quatre ans. Cement and Concrete Research 1978;8:7-14.