TY - JOUR
T1 - The effects of air content on permeability of lightweight concrete
AU - Lo, Tommy Y.
AU - Cui, H. Z.
AU - Nadeem, Abid
AU - Li, Z. G.
PY - 2006/10
Y1 - 2006/10
N2 - Air entraining agent is used to control the floatation of lightweight aggregate (LWA) in lightweight aggregate concrete (LWAC), therefore reducing the segregation of LWAC. At the same time, using an air entraining agent will affect the water sorption of the concrete. In this paper, two lightweight concrete mixes of density 1000 kg/m3 and air content of 13.5% and 31.9% were compared and the effects of entrained air on the strength, surface sorptivity, and chloride permeability of LWAC are presented. Results show that the use of porous LWA would not lower the permeability resistance of concrete. Entrained air had little effect on sorptivity but a major effect on chloride permeability. The weaker pores' network in the cement paste is the basic cause for the high chloride permeability of concrete than the use of porous LWA. Although chloride permeability of low density LWAC concrete decreased with age of concrete, it was found that the concrete was not dense enough to stop the chloride ion to penetrate through the concrete before the concrete mature at 90 days. © 2006 Elsevier Ltd. All rights reserved.
AB - Air entraining agent is used to control the floatation of lightweight aggregate (LWA) in lightweight aggregate concrete (LWAC), therefore reducing the segregation of LWAC. At the same time, using an air entraining agent will affect the water sorption of the concrete. In this paper, two lightweight concrete mixes of density 1000 kg/m3 and air content of 13.5% and 31.9% were compared and the effects of entrained air on the strength, surface sorptivity, and chloride permeability of LWAC are presented. Results show that the use of porous LWA would not lower the permeability resistance of concrete. Entrained air had little effect on sorptivity but a major effect on chloride permeability. The weaker pores' network in the cement paste is the basic cause for the high chloride permeability of concrete than the use of porous LWA. Although chloride permeability of low density LWAC concrete decreased with age of concrete, it was found that the concrete was not dense enough to stop the chloride ion to penetrate through the concrete before the concrete mature at 90 days. © 2006 Elsevier Ltd. All rights reserved.
KW - Air content
KW - Chloride permeability
KW - Compressive strength
KW - Lightweight concrete
KW - Lightweight expanded clay aggregate
KW - Sorptivity
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U2 - 10.1016/j.cemconres.2006.06.009
DO - 10.1016/j.cemconres.2006.06.009
M3 - RGC 21 - Publication in refereed journal
SN - 0008-8846
VL - 36
SP - 1874
EP - 1878
JO - Cement and Concrete Research
JF - Cement and Concrete Research
IS - 10
ER -