Abstract

Many studies have already been published concerning autogenous shrinkage in cementitious materials. Still, no consensus can be found in the literature regarding the determination of the time-zero to initiate the recording of autogenous shrinkage. With internal curing agents, a correct evaluation of their efficiency depends on an appropriate choice of the time-zero. This study investigates different approaches to estimate the time-zero for cement paste mixtures with and without superabsorbent polymers as internal curing agents. The initial and final setting times were determined by an electronic Vicat and ultrasonic pulse velocity measurements (UPV); the transition point between the fluid and solid state was determined from the autogenous strain curve; the development of the capillary pressure was also studied. The choice of time-zero before the transition point led to higher values of shrinkage strain that should not be taken into account for autogenous shrinkage. A negligible difference was found between the strains when the final setting time and the transition point were taken as time-zero. Considering the artefacts and practical issues involving the different methods, the use of the transition point from the autogenous strain curve is the most suitable technique for determining the time-zero.

Highlights

  • In cementitious materials, after the contact of water with the cement and during hydration, many changes take place in the material’s structure

  • This study examines different techniques to determine the time-zero for the autogenous shrinkage measurements in cement pastes with and without superabsorbent polymers (SAPs), exploring the influence of the different methods on the final values of the autogenous strain

  • The results will be discussed, first the setting time (3.1) will be investigated, followed by theIntransition between and solid state based on the rate of autogenous strain, determined this part,point the results willfluid be discussed, first the setting time will be investigated, followed with thetransition corrugatedpoint tubesbetween

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Summary

Introduction

After the contact of water with the cement and during hydration, many changes take place in the material’s structure. Autogenous shrinkage is known to be related to a reduction in the internal relative humidity of the material (a consequence of the cement hydration) and associated to the development of the capillary pressure in the pore system due to the receding menisci [1,23,24] Based on this understanding, some other approaches were established making use of different techniques, such as: the capillary pressure monitoring to assess the time-zero [25,26]; the divergence point between the curves of chemical shrinkage and autogenous strain [3,27]; the drop in relative humidity [28,29]; and the rate of autogenous strain [3,30]. The influence of the SAPs in terms of time zero is discussed, to fill the gap in literature

Materials and Methods
Mixture Compositions
Measuring the Autogenous Shrinkage
Setting and Hardening of the Mixtures
Build-Up in the Capillary Pressure
Air Void Analysis
Results and Discussion
Setting
Deviation
Development of Capillary Pressure
11. Autogenous
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