Atomic Force Microscopy Examinations of Mortar Made by Using Water-Filled Lightweight Aggregate

Author:

Peled Alva1,Castro Javier2,Weiss Jason2

Affiliation:

1. Structural Engineering Department, Ben Gurion University, Beer Sheva 85105, Israel.

2. Pankow Materials Laboratories, Purdue University School of Civil Engineering, 550 Stadium Mall Drive, West Lafayette, IN 47907.

Abstract

This paper discusses the results of a research program that studied the influence of internal curing on the microstructure of mortars. Internal curing uses water-filled lightweight aggregates (LWAs) to supply additional water to the cement paste as it hydrates, thereby enabling an increase in the degree of hydration. The increased hydration can result in the densification of the microstructure. In particular, the densification occurs at the interfacial zone around the LWAs. The current work attempts to obtain a better understanding of the beneficial effects of internal curing on the basis of experimental observations of the microstructure and the nanostructure. The objective of this study was to examine the differences and the similarities that exist at both the micro-scale and the nanoscale of conventionally cured mortars and internally cured mortars. The specimens were tested at different ages to examine the influences of the internal curing over time. Water sorption, scanning electron microscopy, and scanning atomic force microscopy were used for this study. It was found that LWAs can be used for internal curing to provide a greater degree of hydration in a small region around the aggregate interface, which results in a microstructure that is more dense and more homogeneous and that contains less calcium hydroxide.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference16 articles.

1. Early-Age Cracking: Causes, Measurement, and Mitigation. ACI 231 Committee Report. American Concrete Institute, Farmington Hills, Mich., 2009.

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