The effect of concrete composition and aggregates properties on performance of concrete

Journal of Civil Engineering and Management

Volumn 15, Issue 3, 2009, Pages 317-324

  Mačiulaitis, Romualdas ^a   Vaičiene, Marija ^a   Žurauskiene, Ramune ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Aggregate; Catalyst; Concrete; Exothermic temperature; Expanded clay aggregate; Structural parameters

Indexed keywords

BINDING MATERIALS; CATALYST WASTE; COARSE AGGREGATES; CONCRETE COMPOSITION; CONCRETE MIXTURE; EXOTHERMIC EFFECT; EXOTHERMIC TEMPERATURE; EXPANDED-CLAY AGGREGATE; FRACTIONAL COMPOSITION; HARDENED CONCRETE; OPTIMAL COMPOSITION; OPTIMAL SOLUTIONS; STRUCTURAL PARAMETERS; WATER/CEMENT RATIO;

BONE CEMENT; CATALYSIS; CATALYSTS; CATALYTIC CRACKING; CLAY MINERALS; COMPRESSIVE STRENGTH; CONCRETE AGGREGATES; CONCRETE MIXERS; HARDENING;

AGGLOMERATION;

EID: 70349773430     PISSN: 13923730     EISSN: None     Source Type: Journal    
DOI: 10.3846/1392-3730.2009.15.317-324     Document Type: Article

References (35)

1. Association national de fabricantes con sellocietan. 1991. Recommendationis para la execution de forjados unidireccionales. Madrid. 290 p.
2. Bektas, F.; Wang, K.; Ceylan, H. 2009. Effects of crushed clay brick aggregate on mortar durability, Construction and Building Materials 23(5):1909-1914. doi:10.1016/j.conbuildmat.2008.09.006
3. Bing Chen; Juanyu Liu. 2004. Effect of aggregate on the fracture behavior of high-strength concrete, Construction and Building Materials 18(8):585-590. doi:10.1016/j.conbuildmat.2004.04.013
4. Brouwers, H. J. H.; Radix, H. J. 2005. Self-compacting concrete: theoretical and experimental study, Cement and Concrete Research 35(11):2116-2136. doi:10.1016/j.cemconres.2005.06.002
5. Cachim, P. B. 2009. Mechanical properties of brick aggregate concrete, Construction and Building Materials 23(3):1292-1297. doi:10.1016/j.conbuildmat. 2008.07.023
6. Calcium aluminate cements. 1999. Cement test methods. Exothermic reaction (EXO). Alcoa industrial chemicals. 16 p.
7. Deltuva, J.; Rudžionis, Ž. 1997. Mikroužpildu̧ i̧takos cementinio akmens savybėms analitinio i̧vertinimo principai [The estimation methods of microfillers influence on cement stone properties], Statyba [Civil Engineering] 2(10):69-75.
8. Deltuva, J. 2001. Statybiniu̧ mišiniu̧ struktūros tyrimas [Research on the stability of building mixture structure], Statyba [Civil Engineering] 6(7):441-445.
9. Farid Debieb; Said Kenai. 2008. The use of coarse and fine crushed bricks as aggregate in concrete, Construction and Building Materials 22(5):886-893. doi:10.1016/j.conbuildmat.2006.12.013
10. Guemmadi Z. et al. 2008. Optimal criteria of Algerian blended cement using limestone fines, Journal of Civil Engeneering and Management 14(4):269-275. doi:10.3846/1392-3730.2008.14.26
11. Gumuliauskas, A.; Skripkiūnas, G. 2007. Cementbetonio kelias: nuo klasikinio iki racionalaus [Way of cement concrete: from classical to rational], Nauja statyba [New Construction] 2(24):48-50.
12. Jung-Hsiu Wu; Wan-Lung Wu; Kung-Chung Hsu. 2003. The effect of waste oil-cracking catalyst on the compressive strength of cement pastes and mortars, Cement and Concrete Research 33(2):245-253. doi:10.1016/S0008-8846 (02) 01006-2
13. Kinuthia, J.; Snelson, D.; Gailius, A. 2009. Sustainable mediumstrength concrete (CS-concrete) from colliery spoil in South Wales UK, Journal of Civil Engeneering and Management 15(2):149-157. doi:10.3846/1392-3730.2009.15.149-157
14. Kumar Mehta, P.; Paulo J. M. Monteiro. 1993. Concrete Structure, Properties and Materials. Englewood Cliffs, New Jersey: Prentice Hall. 548 p.
15. LST EN 12390-2. Testing hardened concrete - Part 2: Making and curing specimens for strength tests. Vilnius. 2003. 6 p.
16. Mačiulaitis, R. 1996. Fasadinės keramikos atsparumas šalčiui ir ilgaamžiškumas [Frost resistance and durability of ceramic facade products]. Vilnius: Technika. 132 p. ISBN 9986-05-283-1.
17. Mačiulaitis, R.; Malaiškienė, J.; Kičaitė, A. 2008. The regulation of physical and mechanical parameters of ceramic bricks depending on the drying regime, Journal of Civil Engeneering and Management 14(4):263-268. doi:10.3846/1392-3730.2008.14.25
18. Mačiulaitis, R.; Malaiškienė, J. 2009. Possibilities to control ceramics properties by changing firing cyples, Construction and Building Materials 23(1):226-232. doi:10.1016/j.conbuildmat.2007.12.012
19. Mituzas, J.; Mituzas, A.; Kaminskas, R. 2001. Frakcionuoto portlandcemenčio stiprio, cheminės sudėties ir tekstūros tyrimai [Strength properties, chemical composition and microstructure of the different fraction cement stone], Medžiagotyra [Materials science] 3(7):183-185.
20. (Pubitemid 34065184) Pacewska B., et al. 2002. Modification of the properties of concrete by a new pozzolan a waste catalyst from the catalytic process in a fluidized bed, Cement and Concrete Research 32(1):145-152 doi:10.1016/S0008-8846 (01) 00646-9
21. (Pubitemid 32271222) Paya, J.; Monzo, J.; Borrachero, M. V. 2001. Physical, chemical and mechanical properties of fluid catalytic cracking catalyst residue (FC3R) blended cements, Cement and Concrete Research 31(1):57-61 doi:10.1016/S0008-8846 (00) 00432-4
22. Petrella A., et al. 2007. Recycled waste glass as aggregate for lighweight concrete, Construction Materials 160(4):165-170. doi:10.1680/coma. 2007.160.4.165
23. Pioro, L. S.; Pioro, I. L. 2004. Production of expanded-clay aggregate for lighweight concrete from non-selfbloating clays, Cement and Concrete Composites 26(6):639-643. doi:10.1016/S0958-9465 (03) 00103-3
24. Skripkiūnas, G.; Vaitkevičius, V. 2001. Stambiojo užpildo koncentracijos i̧taka betono stiprumui ir skiedininės dalies poringumui [The influence of coarse aggregate concentration on the strength of concrete and on the porosity of concrete mortar], Statyba [Civil Engineering] 6(7):446-452.
25. Skripkiūnas, G.; Grinys, A.; Černius, B. 2007. Deformation properties of concrete with rubber waste additives, Materials Science [Medžiagotyra] 13(3):219-223.
26. Szwabowski, J.; Lazniewska-Piekarczyk, B. 2009. Airentrainment problem in self compacting concrete, Journal of Civil Engeneering and Management 15(2):137-147. doi:10.3846/1392-3730.2009.15.137-147
27. Tommy, Y. Lo; Tang, W. C.; Cui, H. Z. 2007. The effects of aggregate properties on lighweight concrete, Building and Environment 42(8):3025-3029. doi:10.1016/j.buildenv. 2005.06.031
28. Vaičienė, M. 2007. Keramzitbetonio su gamybine atlieka stipris gniuždant [Concrete with expanded clay aggregate with waste compressive strength], iš Statyba [Construction]: 10-osios Lietuvos jaunu̧ju̧ mokslininku̧ konferencijos Mokslas - Lietuvos ateitis, i̧vykusios Vilniuje 2007 m. kovo 29 d, pranešimu̧ medžiaga. Vilnius: Technika, 119-123.
29. Zainab, Z. Ismail; Enas, A. Al-Hashmi. 2008. Use of waste plastic in concrete mixture as aggregate replacement, Waste Management 28(11):2041-2047. doi:10.1016/j.wasman. 2007.08.023
30. Zainab, Z. Ismail; Enas, A. Al-Hashmi. 2009. Recycling of waste glass as a partial replacement for fine aggregate in concrete, Waste Management 29(2):655-659. doi:10.1016/j.wasman. 2008.08.012
31. (Pubitemid 46854689) Zornoza E, et al. 2007. Compatibility of fluid catalytic cracking catalyst residue (FC3R) with various types of cement, Advances in Cement Research 3(19):117-124. doi:10.1680/adcr.2007.19.3.117