Grout-concrete interface bond performance: Effect of interface moisture on the tensile bond strength and grout microstructure. (10th May 2018)

• Record Type: Journal Article
• Authors: De la Varga, I.; Muñoz, J.F.; Bentz, D.P.; Spragg, R.P.; Stutzman, P.E.; Graybeal, B.A.
• Is Part Of: Construction & building materials. Volume 170(2018)
• Page Start: 747
• Page End: 756
• Publication Date: 2018-05-10
• Subjects: Cementitious grout -- Interface moisture -- Porosity -- Tensile bond strength; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2018.03.076
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Tensile bond between a cementitious grout and a concrete substrate is evaluated. Presence of interface moisture increases tensile bond strength. Correlation between bond strength results and microstructural features is provided. Abstract: Bond between two cementitious materials is crucial in applications such as repairs, overlays, and connections of prefabricated bridge elements (PBEs), to name just a few. It is the latter that has special interest to the authors of this paper. After performing a dimensional stability study on grout-like materials commonly used as connections between PBEs, it was observed that the so-called 'non-shrink' cementitious grouts showed a considerable amount of early-age shrinkage. This might have negative effects on the integrity of the structure, due not only to the grout material's early degradation, but also to a possible loss of bond between the grout and the prefabricated concrete element. Many factors affect the bond strength between two cementitious materials (e.g., grout-concrete), the presence of moisture at the existing concrete substrate surface being one of them. In this regard, pre-moistening the concrete substrate surface prior to the application of the grout material is sometimes recommended for bond enhancement. This topic has been the focus of numerous research studies in the past; however, there is still controversy among practitioners on the real benefits that this practice might provide. This paper evaluates the tensile bond performance of two non-shrink cementitious grouts applied to the exposed aggregate surface of a concrete substrate, and how the supply of moisture at the grout-concrete interface affects the bond strength. "Pull-off" bond results show increased tensile bond strength when the concrete surface is pre-moistened. Reasons to explain the observed increased bond strength are given after a careful microstructural analysis of the grout-concrete interface. Interfaces where the substrate surface is pre-wetted, such that moisture movement from the grout is minimized, show reduced porosity and increased hydration on the grout side of the interface, which is thought to directly contribute to the increased tensile bond strength.