Performance evaluation of cement mortars modified with metakaolin or ground brick

Construction and Building Materials

Volumn 23, Issue 5, 2009, Pages 1971-1979

  Goncalves J P ^a   Tavares, L M ^b   Toledo Filho, R D ^b   Fairbairn, E M R ^b  

^a FEDERAL UNIVERSITY OF BAHIA   (Brazil)

^b FEDERAL UNIVERSITY OF RIO DE JANEIRO   (Brazil)

Author keywords

Damage modeling; Ground ceramic brick waste; Metakaolin; Mortars

Indexed keywords

BRICK; BRICKMAKING; BRITTLE FRACTURE; CALCINATION; CEMENTS; CERAMIC MATERIALS; CHLORINE COMPOUNDS; CLAY MINERALS; CONTINUUM DAMAGE MECHANICS; CONTINUUM MECHANICS; DEFORMATION; FRACTURE MECHANICS; MORTAR; PORE SIZE;

CEMENT MORTARS; CEMENT REPLACEMENTS; CHLORIDE IONS; CLAY BRICKS; COMPLETE STRESS STRAINS; COMPRESSIVE LOADINGS; CONTINUUM DAMAGES; DAMAGE MODELING; DEFORMATION RESPONSE; ELASTIC DEFORMATION STAGES; GROUND CERAMIC BRICK WASTE; METAKAOLIN; MODE OF DEFORMATIONS; MORTARS; PERFORMANCE EVALUATIONS; PORE SIZE DISTRIBUTIONS; PRE PEAKS; SCALAR MODELS; SORPTIVITY; ULTIMATE STRENGTHS;

PLASTER;

EID: 59649128397     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2008.08.027     Document Type: Article

References (30)

1. Mehta P.K. Concrete technology for sustainable development. Concr Int 21 (1999) 47-53
2. Toledo Filho R.D., Gonçalves J.P., Americano B.B., and Fairbairn E.M.R. Potential for use of crushed waste calcined-clay brick as supplementary cementitious material in Brazil. Cem Concr Res 37 9 (2007) 1357-1365
3. Ambroise J., Murat M., and Pera J. Hydration reaction and hardening of calcined-clays and related minerals. V-Extension of the research and general conclusions. Cem Concr Res 15 (1985) 261-268
4. He C., Osbaeck B., and Makovicky E. Pozzolanic reactions of six principal clay minerals activation, reactivity assessments and technological effects. Cem Concr Res 25 (1995) 1691-1702
5. Cook D.J. Natural pozzolans and calcined-clay, shale and other soils. In: Swamy R.N. (Ed). Cement replacement materials vol. 3 (1986), Blackie and Son Ltd., London [chapters 1 and 2]
6. Caldarone M.A., Gruber K.A., and Burg R.G. High-reactivity metakaolin: a new generation mineral admixture. Concr Int 16 (1994) 37-40
7. Zhang M.H., and Malhotra V.M. Characteristics of a thermally activated alumino-silicate pozzolanic materials and its use in concrete. Cem Concr Res 25 (1995) 1713-1725
8. Sabir B.B., Wild S., and Bai J. Metakaolin and calcined-clays as pozzolans for concrete: a review. Cem Concr Comp 23 (2001) 441-454
9. Wild S., Khatib J.M., and O'Farrell M. Sulphate resistance of mortar, containing ground brick clay calcined at different temperatures. Cem Concr Res 27 (1997) 697-709
10. O'Farrell M., Wild S., and Sabir B.B. Resistance to chemical attack of ground brick-PC mortar. Part II. Synthetic seawater. Cem Concr Res 30 (2000) 757-765
11. O'Farrell M., Wild S., and Sabir B.B. Resistance to chemical attack of ground brick-PC mortar. Part I. Sodium sulphate solution. Cem Concr Res 29 (1999) 1781-1790
12. Turanli L., Bektas F., and Monteiro P.J.M. Use of ground clay brick as a pozzolanic material to reduce the alkali-silica reaction. Cem Concr Res 23 (2003) 1539-1542
13. Gonçalves JP. Development and characterization of sustainable concretes containing calcined-clay and artificial sand. PhD thesis, Universidade Federal do Rio de Janeiro. COPPE/Civil Engineering Department; 2005 [in Portuguese].
14. Li G., Zhao Y., Pang S., and Li Y. Effective Young's modulus estimation of concrete. Cem Concr Res 29 (1999) 1455-1462
15. Qian X., and Li Z. The relationships between stress and strain for high-performance concrete with metakaolin. Cem Concr Res 31 (2001) 1607-1611
16. Asbridge A.H., Page C.L., and Page M.M. Effects of metakaolin, water/binder ratio and interfacial transition zones on the microhardness of cement mortars. Cem Concr Res 32 (2002) 1365-1369
17. Løland K.E. Continuous damage model for load-response estimation of concrete. Cem Concr Res 10 (1980) 395-402
18. Suzuki T., and Ohtsu M. Quantitative damage evaluation of structural concrete by a compression test based on AE rate process analysis. Constr Build Mater 18 (2004) 197-202
19. ABNT. NBR-11578: Portland composite cement, Rio de Janeiro; 1991 [in Portuguese].
20. ASTM (American Society for Testing and Materials). Fly ash and raw or calcined natural pozzolan for use as mineral admixture in Portland cement concrete: ASTM 618 C. Annual Book of ASTM standards, Philadelphia; 1992.
21. ABNT (Brazilian Association of Technical Standards). NBR 9778 - Hardened mortars and concretes: absorption of water by immersion, Rio de Janeiro; 1987 [in Portuguese].
22. ABNT. NBR 9779-Hardened mortars and concretes: absorption of water by capillarity, Rio de Janeiro; 1991 [in Portuguese].
23. ASTM. Standard test method for electrical indication of concrete's ability to resist chloride ion penetration: ASTM C 1202. Annual Book of ASTM Standards, Philadelphia; 1992.
24. De Larrard F. Concrete mixture proportioning: a scientific approach (1999), E. & F.N. Spon, London
25. Everett D.H. Manual of symbols and terminology for physicochemical quantities. Pure Appl Chem 31 4 (1972) 579-638
26. Hall C. Water absorption of mortars and concretes: a review. Mag Concr Res 147 (1989) 51-61
27. Massazza F. Pozzolanic cements. Cem Concr Comp 15 (2003) 185-214
28. ÓFarrell M., Wild S., and Sabir B.B. Pore size distribution and compressive strength of waste clay brick mortar. Cem Concr Comp 23 (2001) 81-91
29. Santos H.S., Campos T.W., Santos P.S., and Kiyohara P.K. Thermal phase sequence in gibbsite/kaolinite clay: electron microscopy studies. Ceram Int 31 (2005) 1077-1084
30. Gonçalves J.P., Tavares L.M., Toledo Filho R.D., Fairbairn E.M.R., and Cunha E.R. Comparison of natural and manufactured fine aggregates in cement mortars. Cem Concr Res 37 (2007) 924-932