Assessment of the expansion related to alkali-silica reaction by the Damage Rating Index method

Construction and Building Materials

Volumn 19, Issue 2, 2005, Pages 83-90

  Rivard, Patrice ^a   Ballivy, Gérard ^a  

^a UNIVERSITÉ DE SHERBROOKE   (Canada)

Author keywords

Alkali aggregate reaction; Concrete; Cracking; Petrography; Quantification

Indexed keywords

AGGREGATES; CONCRETE PRODUCTS; CRACK INITIATION; ELASTICITY; LIMESTONE; MIXTURES; PETROGRAPHY; PRISMS; SOLUTIONS;

ALKALI-AGGREGATE REACTION; COARSE AGGREGATES; DAMAGE RATING INDEX (DRI); QUANTIFICATION;

SILICA GEL;

EID: 9344257926     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2004.06.001     Document Type: Article

References (16)

1. Swamy RN, Al-Asali MM. Expansion of concrete due to ASR. ACI Mater J 1988;85(1):33-40.
2. Chrisp TM, Waldron P, Wood JGM. Development of a nondestructive test to quantify damage in deteriorated concrete. Mag Conor Res 1993;45(165):247-56.
3. ISE. Structural effects of alkali-silica reaction - Technical guidance on the appraisal of existing structure. London, UK.: The Institution of Structural Engineers; 1992. p. 45.
4. Laboratoire Central des Ponts et Chaussées. Détermination de l'indice de fissuration d'un parement de béton - Méthode d'essai LCPC no 47, Laboratoire Central des Ponts et Chaussées, Paris, France; 1997. p. 12.
5. Siemes T, Gulikers J. Monitoring of reinforced concrete structures affected by alkali-silica reaction. In: Proceedings of the 11th International Conference on AAR in Concrete, Quebec City, Canada; 2000. p. 1205-14.
6. Sims I, Hunt, B, Miglio B. Quantifying microscopical examinations of concrete for Alkali-Aggregate Reactions (AAR) and other durability aspects. In: Holm J, Geike M. editors. Durability of Concrete, G.M. Idorn International Symposium, ACI SP-131. Detroit, USA: American Concrete Institute; 1992. p. 267-87, SP-131-14.
7. Grattan-Bellew PE, Danay A. Comparison of laboratory and field evaluation of alkali-silica reaction in large dam. In: Proceedings of the International Conference on Concrete AAR in Hydroelectric Plants and Dams, Canadian Electrical Association in association with Canadian National Committee of ICOLD, Fredericton, Canada; 1992. p. 23.
8. Grattan-Bellew PE. Laboratory evaluation of alkali-silica reaction in concrete from Saunders Generating station. ACI Mater J 1995;92(2):126-34.
9. Dunbar PA, Mukherjee, PK, Bleszynski, R., Thomas, MDA. A comparison of Damage Rating Index with long-term expansion of concrete prisms due to alkali-silica reaction. In: Proceedings of the 10th International Conference on AAR in Concrete, Melbourne, Australia; 1996. p. 324-31.
10. Shrimer F. Application and use of Damage Rating Index in assessment of AAR-affected concrete - Selected Case studies. In: Proceedings of the 11th International Conference on AAR in Concrete, Quebec City, Canada; 2000. p. 899-908.
11. Monette LJ, Gardner NJ, Grattan-Bellew PE. Residual strength of reinforced concrete beams damaged by alkali-silica reaction -Examination of Damage Rating Index method. ACI Mater J 2002;99(1):42-50.
12. Rivard P, Fournier B, Ballivy G. Quantitative petrographic technique for concrete damage due to ASR: experimental and application. Cement, Concr Aggregates 2000;22(1): 63-72.
13. Rivard P, Fournier B, Ballivy G. The Damage Rating Index method for ASR affected concrete: a critical review of petrographic features of deterioration and evaluation criteria. Cement, Concr Aggregates 2002;24(2):80-90.
14. Calvalcanti AJCT, Silveira JFA, Desgaspare, JC. AAR management at Paulo Afonso Power Plant- Brazil. In: Proceedings of the 11th International Conference on AAR in Concrete, Québec City, Canada; 2000. p. 1263-72.
15. Rivard P, Ollivier JP, Ballivy G. Characterization of the ASR-reaction rim: Application to the Potsdam sandstone. Cement Concr Res 2002;32(8):1259-67.
16. Ballivy G, Khayat K, Gravel C, Houle D. Influence of reinforcement steel on the expansion of concrete affected by alkali-aggregate reaction. In: Proceedings of the 11th International Conference on AAR in Concrete, Quebec City, Canada; 2000. p. 919-28.