Sorptivity of self-compacting concrete containing fly ash and silica fume

Abstract This paper presents the surface water absorption of self-compacting concrete (SCC) containing fly ash and silica fume using sorptivity test. Ordinary Portland cement was partially replaced by various combinations of fly ash and silica fume. Test results show that the presence of fly ash and silica fume significantly reduce the surface water absorption of self-compacting concrete at a water-binder ratio of 0.38. When only fly ash is used to partially replace Ordinary Portland cement, a more noticeable reduction in sorptivity is found when the fly ash content is greater than 20%. The effect of combined use of fly ash and silica fume on reducing the water absorption and sorptivity is much more significant than using fly ash only. Moreover, it is noted that increasing the proportion of fly ash and silica fume leads to an enhanced reduction in water absorption. The addition of fly ash and silica fume, in general, increases the 28-day cube strength. However, there is no correlation between the compressive strength and the sorptivity in SCC achieved.

[1]  A. I. Al-Mana,et al.  EFFECT OF FIELD AND LABORATORY CURING ON THE DURABILITY CHARACTERISTICS OF PLAIN AND POZZOLAN CONCRETES , 1992 .

[2]  Yue Jiang,et al.  Adding limestone fines as cement paste replacement to reduce water permeability and sorptivity of concrete , 2014 .

[3]  Mehmet Gesoǧlu,et al.  Strength, permeability and shrinkage cracking of silica fume and metakaolin concretes , 2012 .

[4]  Nicos Martys,et al.  Capillary transport in mortars and concrete , 1997 .

[5]  H. Mohamed,et al.  Effect of fly ash and silica fume on compressive strength of self-compacting concrete under different curing conditions , 2011 .

[6]  Assem A. A. Hassan,et al.  Effect of metakaolin and silica fume on the durability of self-consolidating concrete , 2012 .

[7]  Wenzhong Zhu,et al.  Permeation properties of self-compacting concrete , 2003 .

[8]  W. Kubissa,et al.  Measuring and Time Variability of The Sorptivity of Concrete , 2013 .

[9]  Manu Santhanam,et al.  Durability properties of high volume fly ash self compacting concretes , 2008 .

[10]  N ChanSY,et al.  高性能ゼオライト,シリカヒューム,及びPFAコンクリートの初期表面吸着及び塩化物拡散の比較研究 , 1999 .

[11]  Frank Winnefeld,et al.  The effect of viscosity modifying agents on mortar and concrete , 2007 .

[12]  Sammy Chan,et al.  Comparative study of the initial surface absorption and chloride diffusion of high performance zeolite, silica fume and PFA concretes , 1999 .

[13]  Jamal M. Khatib,et al.  Performance of self-compacting concrete containing fly ash , 2008 .

[14]  Athipong Ngamjarurojana,et al.  Compressive strength and chloride resistance of self-compacting concrete containing high level fly ash and silica fume , 2014 .

[15]  B. Łaźniewska-Piekarczyk Effect of viscosity type modifying admixture on porosity, compressive strength and water penetration of high performance self-compacting concrete , 2013 .

[16]  Hajime Okamura,et al.  EVALUATION OF SELF-COMPACTABILITY OF FRESH CONCRETE USING THE FUNNEL TEST , 1994 .

[17]  S. Beer,et al.  Strength , 1875, Cybern. Hum. Knowing.

[18]  H. A. Razak,et al.  Near surface characteristics of concrete containing supplementary cementing materials , 2004 .

[19]  C. Hall,et al.  Water sorptivity of mortars and concretes: a review , 1989 .

[20]  Ioannis Ioannou,et al.  Durability performance of self-compacting concrete , 2012 .

[21]  C. Tasdemir,et al.  Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete , 2003 .