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Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength

dc.contributor.authorSantos, Dinis S.
dc.contributor.authorSantos, Pedro M.D.
dc.contributor.authorDias-da-Costa, Daniel
dc.date.accessioned2025-11-14T19:16:55Z
dc.date.available2025-11-14T19:16:55Z
dc.date.issued2012-12
dc.description.abstractConcrete-to-concrete interfaces are present both in new and existing structures. Two distinctive situations can be identified: (1) placing hardened concrete against hardened concrete parts, such as the case of precast members for viaducts and bridge decks; and (2) placing fresh concrete against hardened concrete parts, such as the rehabilitation and strengthening of existing structures by concrete jacketing or concrete overlay, among other techniques, as well as the use of precast members placed on site to later receive a cast-in-place concrete layer. The bond strength of the concrete-to-concrete interface is influenced by several parameters but mainly by: (1) the surface preparation; (2) the use of bonding agents; (3) the compressive strength of the weakest concrete; (4) the moisture content of the substrate; (5) the curing conditions; (6) the stress state at the interface; (7) the presence of cracking; and (8) the amount of steel reinforcement crossing the interface, among others. This paper presents an experimental study conducted to assess the influence of the surface preparation and bonding agent on the bond strength of the concrete-to-concrete interface. The contribution of the substrate moisture is also addressed. Experimental results are discussed and conclusions drawn.eng
dc.description.sponsorshipThe authors acknowledge the material support given by SIKA Portugal SA. Acknowledgments are extended to the students of the master course in Civil Engineering – Building Construction, for helping in performing the experimental tasks.
dc.identifier.citationSantos, D. S., Santos, P. M., & Dias-da-Costa, D. (2012). Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength. Construction and Building Materials, 37, 102-110.
dc.identifier.doi10.1016/j.conbuildmat.2012.07.028
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/10400.8/14630
dc.language.isoeng
dc.peerreviewedyes
dc.publisherElsevier
dc.relation.hasversionhttps://www.sciencedirect.com/science/article/pii/S0950061812004977?via%3Dihub
dc.relation.ispartofConstruction and Building Materials
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectConcrete
dc.subjectBond
dc.subjectAdhesion
dc.subjectInterface
dc.subjectRoughness
dc.subjectShear
dc.titleEffect of surface preparation and bonding agent on the concrete-to-concrete interface strengtheng
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage110
oaire.citation.startPage102
oaire.citation.titleConstruction and Building Materials
oaire.citation.volume37
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85

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