The feasibility of synthetic surfactant as an air entraining agent for the cement matrix

Abstract The effect of the synthetic surfactant combining 50 wt% of polyoxyethylene nonylphenolether (TX-10) with 50 wt% of sodium dodecyl sulfate (K12) on the compressive strength of the cement mortar was investigated in order to explore the feasibility of the synthetic surfactant as an air entraining agent (AEA). The fluidity of the mortar, the process of the cement hydration and the pore size distribution of the hardened mortar were determined for the purpose of analyzing the effect of the AEA on the strength of the hardened mortar. It is found that the suitable dosage of the synthetic surfactant based AEA incorporated with modified lignosulfonate superplasticizer can improve the compressive strength of the cement matrix. The AEA contributes to a better dispersion of cement particles in water, and hence the cement mortar can generate more nuclei and form finer ettringite needles during the cement hydration, resulting in an increase in porosity percentages with small-size pore and a decrease in those with large-size pore. Therefore, the synthetic AEA shows a compressive strength enhancement unless its dosage is excessive.

[1]  K. K. Schiller,et al.  Strength of porous materials , 1971 .

[2]  Bilal S. Hamad,et al.  Effect of used engine oil on properties of fresh and hardened concrete , 2003 .

[3]  Vanderley Moacyr John,et al.  Pore size distribution of hydrated cement pastes modified with polymers , 2001 .

[4]  Eugene Ryshkewitch,et al.  Compression Strength of Porous Sintered Alumina and Zirconia , 1953 .

[5]  C. MacInnis,et al.  The effect of superplasticizers on the entrained air-void system in concrete , 1986 .

[6]  D. Hasselman Relation Between Effects of Porosity on Strength and on Young's Modulus of Elasticity of Polycrystalline Materials , 1963 .

[7]  Kevin J. Folliard,et al.  Mechanisms of Air Entrainment in Concrete , 2005 .

[8]  S. Chatterji,et al.  Freezing of air-entrained cement-based materials and specific actions of air-entraining agents , 2003 .

[9]  Pierre-Claude Aitcin,et al.  HOW THE WATER-CEMENT RATIO AFFECTS CONCRETE STRENGTH , 2003 .

[10]  Pu Chen,et al.  Physicochemical characterization of calcium lignosulfonate—A potentially useful water reducer , 2006 .

[11]  M. Quéneudec,et al.  Physico-mechanical properties of aerated cement composites containing shredded rubber waste , 2006 .

[12]  Sadananda Sahu,et al.  Determination of water–cement ratio of hardened concrete by scanning electron microscopy , 2004 .

[13]  I. Odler,et al.  Investigations on the relationship between porosity, structure and strength of hydrated Portland cement pastes. II. Effect of pore structure and of degree of hydration , 1985 .

[14]  Quanbing Yang,et al.  Properties of concrete with a new type of saponin air-entraining agent , 2000 .

[15]  E. Yaşar,et al.  Effect of limestone aggregate type and water-cement ratio on concrete strength , 2004 .

[16]  J. Jasiczak,et al.  Effect of protein additive on properties of mortar , 2006 .