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Performance of cementitious systems containing calcined clay in a chloride-rich environment: a review by TC-282 CCL.
Dhandapani, Yuvaraj; Machner, Alisa; Wilson, William; Kunther, Wolfgang; Afroz, Sumaiya; Kim, Taehwan; Zunino, Franco; Joseph, Shiju; Kanavaris, Fragkoulis; Castel, Arnaud; Thienel, Karl-Christian; Irassar, Edgardo F; Bishnoi, Shashank; Martirena, Fernando; Santhanam, Manu.
Afiliación
  • Dhandapani Y; School of Civil Engineering, University of Leeds, Leeds, UK.
  • Machner A; Technical University of Munich, TUM School of Engineering and Design, Department of Materials Engineering, Professorship for Mineral Construction Materials, Munich, Germany.
  • Wilson W; Université de Sherbrooke, Sherbrooke, QC Canada.
  • Kunther W; Technical University of Denmark, Kongens Lyngby, Denmark.
  • Afroz S; Bangladesh University of Engineering and Technology, Dhaka, Bangladesh.
  • Kim T; University of New South Wales, Sydney, Australia.
  • Zunino F; ETH Zurich, Zurich, Switzerland.
  • Joseph S; University of Cambridge, Cambridge, UK.
  • Kanavaris F; Technical Specialist Services, Materials, Arup, London, UK.
  • Castel A; University of Technology Sydney, Sydney, Australia.
  • Thienel KC; Universität Der Bundeswehr Munich, Neubiberg, Germany.
  • Irassar EF; Universidad Nacional del Centro de La Provincia de Buenos Aires, Tandil, Argentina.
  • Bishnoi S; Department of Civil Engineering, IIT Delhi, New Delhi, Delhi India.
  • Martirena F; UCLV Cuba, Santa Clara, Cuba.
  • Santhanam M; Department of Civil Engineering, IIT Madras, Chennai, India.
Mater Struct ; 57(7): 154, 2024.
Article en En | MEDLINE | ID: mdl-39055529
ABSTRACT
In this review by TC- 282 CCL, a comprehensive examination of various facets of chloride ingress in calcined clay-based concrete in aggressive chloride-rich environments is presented due to its significance in making reinforced concrete structures susceptible to chloride-induced corrosion damages. The review presents a summary of available literature focusing on materials characteristics influencing the chloride resistance of calcined clay-based concrete, such as different clay purity, kaolinite content and other clay minerals, underscoring the significance of pore refinement, pore solution composition, and chloride binding mechanisms. Further, the studies dealing with the performance at the concrete scale, with a particular emphasis on transport properties, curing methods, and mix design, are highlighted. Benchmarking calcined clay mixes with fly ash or slag-based concrete mixes that are widely used in aggressive chloride conditions instead of OPC is recommended. Such comparison could extend the usage of calcined clay as a performance-enhancing mineral admixture in the form of calcined clay or LC2 (limestone-calcined clay). The chloride diffusion coefficient in calcined clay concrete is reported to be significantly lower (about 5-10 times in most literature available so far) compared to OPC, and even lower compared to fly ash and slag-based concrete at early curing ages reported across recent literature made with different types of cements and concrete mixes. Limited studies dealing with reinforcement corrosion point out that calcined clay delays corrosion initiation and reduces corrosion rates despite the reduction in critical chloride threshold. Most of these results on corrosion performance are mainly from laboratory studies and warrant field evaluation in future. Finally, two case studies demonstrating the application of calcined clay-based concrete in real-world marine exposure conditions are discussed to showcase the promising potential of employing low-purity calcined clay-based concrete for reducing carbon footprint and improving durability performance in chloride exposure.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Mater Struct Año: 2024 Tipo del documento: Article País de afiliación: Reino Unido Pais de publicación: Países Bajos

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Mater Struct Año: 2024 Tipo del documento: Article País de afiliación: Reino Unido Pais de publicación: Países Bajos