Effect of internal curing by superabsorbent polymers - Internal relative humidity and autogenous shrinkage of alkali-activated slag mortars

Abstract This study experimentally investigated the effect of internal curing by superabsorbent polymers (SAPs) for mitigating autogenous shrinkage of alkali-activated slag (AAS) mortars. Measured were the compressive strength, the internal relative humidity (IRH), and autogenous shrinkage of AAS mortars incorporating different dosages of SAPs. Test results showed that as the dosage of SAPs increased, the reduction of IRH owing to self-desiccation and autogenous shrinkage both decreased, indicating that the SAPs can be effectively used as internal curing agents. The resulting modeling of the internal curing zone is expected to be useful in determining the appropriate dosage of SAPs in AAS mortars.

[1]  Edward J. Garboczi,et al.  Modelling drying shrinkage in reconstructed porous materials: application to porous Vycor glass , 1998 .

[2]  S. Torquato,et al.  Nearest-surface distribution functions for polydispersed particle systems. , 1992, Physical review. A, Atomic, molecular, and optical physics.

[3]  Keun-Hyeok Yang,et al.  Hydration products and strength development of calcium hydroxide-based alkali-activated slag mortars , 2012 .

[4]  W. Duan,et al.  Effects of mineral admixtures and lime on disintegration of alkali-activated slag exposed to 50 °C , 2014 .

[5]  Pietro Lura,et al.  Experimental observation of internal water curing of concrete , 2007 .

[6]  A. Al-Tabbaa,et al.  Strength and drying shrinkage of reactive MgO modified alkali-activated slag paste , 2014 .

[7]  N. Belie,et al.  The influence of superabsorbent polymers on the autogenous shrinkage properties of cement pastes with supplementary cementitious materials , 2015 .

[8]  O. Jensen,et al.  Water-entrained cement-based materials: II. Experimental observations , 2002 .

[9]  P. Dubruel,et al.  Effect of high amounts of superabsorbent polymers and additional water on the workability, microstructure and strength of mortars with a water-to-cement ratio of 0.50 , 2014 .

[10]  Jay G. Sanjayan,et al.  Effect of admixtures on properties of alkali-activated slag concrete , 2000 .

[11]  Bart Craeye,et al.  Super absorbing polymers as an internal curing agent for mitigation of early-age cracking of high-performance concrete bridge decks , 2011 .

[12]  Edward J. Garboczi,et al.  Analytical formulas for interfacial transition zone properties , 1997 .

[13]  R. Troli,et al.  Effects of shrinkage reducing admixture in shrinkage compensating concrete under non-wet curing conditions , 2005 .

[14]  L. Esteves,et al.  Recommended method for measurement of absorbency of superabsorbent polymers in cement-based materials , 2015 .

[15]  K. Breugel,et al.  Autogenous shrinkage in high-performance cement paste: An evaluation of basic mechanisms , 2003 .

[16]  Wellington Longuini Repette,et al.  Drying and autogenous shrinkage of pastes and mortars with activated slag cement , 2008 .

[17]  Moon C Won,et al.  Thermal Strain and Drying Shrinkage of Concrete Structures in the Field , 2010 .

[18]  A. Atkinson,et al.  Sodium silicate-based, alkali-activated slag mortars: Part I. Strength, hydration and microstructure , 2002 .

[19]  Frank Collins,et al.  Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete , 2000 .

[20]  Aaron R. Sakulich,et al.  Mitigation of autogenous shrinkage in alkali activated slag mortars by internal curing , 2013 .

[21]  Viktor Mechtcherine,et al.  Application of super absorbent polymers (SAP) in concrete construction—update of RILEM state-of-the-art report , 2021, Materials Structure.

[22]  Kyung-Joon Shin,et al.  Role of Lightweight Synthetic Particles on the Restrained Shrinkage Cracking Behavior of Mortar , 2011 .

[23]  I. Maruyama,et al.  Impact of time-dependant thermal expansion coefficient on the early-age volume changes in cement pastes , 2011 .

[24]  Zhichao Liu,et al.  Autogenous Shrinkage of Concrete with Super-Absorbent Polymer , 2009 .

[25]  P. L. Pratt,et al.  Alkali-activated slag cement and concrete: a review of properties and problems , 1995 .

[26]  Erich D. Rodríguez,et al.  Effect of binder content on the performance of alkali-activated slag concretes , 2011 .

[27]  K. Kovler,et al.  Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates , 2001 .

[28]  Marianne Tange Hasholt,et al.  Can superabsorent polymers mitigate autogenous shrinkage of internally cured concrete without compromising the strength , 2012 .

[29]  Daniel Cusson,et al.  Internal curing of high-performance concrete with pre-soaked fine lightweight aggregate for prevention of autogenous shrinkage cracking , 2008 .

[30]  Darko Krizan,et al.  Effects of dosage and modulus of water glass on early hydration of alkali–slag cements , 2002 .

[31]  E. Tazawa Autogenous Shrinkage of Concrete , 1999 .

[32]  Haeng-Ki Lee,et al.  Shrinkage characteristics of alkali-activated fly ash/slag paste and mortar at early ages , 2014 .

[33]  F. Puertas,et al.  Effect of Superplasticizer and Shrinkage-Reducing Admixtures on Alkali-Activated Slag Pastes and Mortars , 2005 .

[34]  Jay G. Sanjayan,et al.  Resistance of alkali-activated slag concrete to acid attack , 2003 .

[35]  D. Bentz,et al.  Application of internal curing for mixtures containing high volumes of fly ash , 2012 .

[36]  Z. Bažant,et al.  Drying creep of concrete: constitutive model and new experiments separating its mechanisms , 1994 .

[37]  V. Mechtcherine,et al.  Relation between the molecular structure and the efficiency of superabsorbent polymers (SAP) as concrete admixture to mitigate autogenous shrinkage , 2012 .

[38]  P. L. Pratt,et al.  Factors affecting the strength of alkali-activated slag , 1994 .

[39]  Jun Zhang,et al.  Effect of internal curing on internal relative humidity and shrinkage of high strength concrete slabs , 2014 .

[40]  Viktor Mechtcherine,et al.  Effect of internal curing by using superabsorbent polymers (SAP) on autogenous shrinkage and other properties of a high-performance fine-grained concrete: results of a RILEM round-robin test , 2014 .