Effect of polycarboxylate superplasticiser adsorption on fluidity of cement–clay system

Abstract Clay reduces fluidity and increases fluidity loss of concrete added with polycarboxylate superplasticiser. Sometimes it cuts down concrete durability. Fluidity of clay–cement paste with the addition of polycarboxylate superplasticiser, adsorption amount of polycarboxylate superplasticiser and ζ-potential has been tested to understand the effect of polycarboxylate superplasticiser on cement–clay systems. The results show that cement particles have a smooth surface; there are lots of layered or sheet structure existing on the surface of clay; when the particle size distribution is little different, the specific surface area of clay is 17 times that of cement; it is the reason why polycarboxylate superplasticiser adsorption on clay is much greater than that of cement. Initial adsorption amount and equilibrium adsorption amount of polycarboxylate superplasticiser on clay are 3–4 times that of cement; strong PC adsorption of clay is the main reason why the presence of clay reduces fluidity and increases fluidity loss of cement paste.

[1]  Johann Plank,et al.  A study on the impact of different clay minerals on the dispersing force of conventional and modified vinyl ether based polycarboxylate superplasticizers , 2014 .

[2]  B. Ma,et al.  Effect of competitive adsorption between sodium tripolyphosphate and naphthalene superplasticizer on fluidity of cement paste , 2014, Journal of Wuhan University of Technology-Mater. Sci. Ed..

[3]  L. Lei,et al.  Synthesis and Properties of a Vinyl Ether-Based Polycarboxylate Superplasticizer for Concrete Possessing Clay Tolerance , 2014 .

[4]  E. Janowska-Renkas The effect of superplasticizers’ chemical structure on their efficiency in cement pastes , 2013 .

[5]  Johann Plank,et al.  A concept for a polycarboxylate superplasticizer possessing enhanced clay tolerance , 2012 .

[6]  Francisca Puertas,et al.  Compatibility between superplasticizer admixtures and cements with mineral additions , 2012 .

[7]  San-Shyan Lin,et al.  A multi-phase model for predicting the effective diffusion coefficient of chlorides in concrete , 2012 .

[8]  Guoxin Li,et al.  Effects of two retarders on the fluidity of pastes plasticized with aminosulfonic acid-based superplasticizers , 2011 .

[9]  Min-Hong Zhang,et al.  Effect of superplasticizers on workability retention and initial setting time of cement pastes , 2010 .

[10]  E. Kadri,et al.  Combined effect of mineral admixtures with superplasticizers on the fluidity of the blended cement paste , 2010 .

[11]  Johann Plank,et al.  Experimental determination of the thermodynamic parameters affecting the adsorption behaviour and dispersion effectiveness of PCE superplasticizers , 2010 .

[12]  Frank Winnefeld,et al.  Interaction of polycarboxylate-based superplasticizers with cements containing different C3A amounts , 2009 .

[13]  G. Dotelli,et al.  Use of admixtures in organic-contaminated cement-clay pastes. , 2009, Journal of hazardous materials.

[14]  J. Plank,et al.  Experimental Determination of the Effective Anionic Charge Density of Polycarboxylate Superplasticizers in Cement Pore Solution , 2009 .

[15]  B. Felekoglu,et al.  Effect of chemical structure of polycarboxylate-based superplasticizers on workability retention of self-compacting concrete , 2008 .

[16]  Frank Winnefeld,et al.  Effects of the molecular architecture of comb-shaped superplasticizers on their performance in cementitious systems , 2007 .

[17]  Etsuo Sakai,et al.  INTERACTION BETWEEN SUPERPLASTICIZERS AND CLAY MINERALS , 2005 .

[18]  Glen H. Kirby,et al.  Comb Polymer Architecture Effects on the Rheological Property Evolution of Concentrated Cement Suspensions , 2004 .