Durability of Portland Limestone Cement Concrete

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Title: Durability of Portland Limestone Cement Concrete

Author(s): Neal S. Berke, Ali N. Inceefe, Allan Kramer, and Oscar R. Antommattei

Publication: Concrete International

Volume: 44

Issue: 1

Appears on pages(s): 34-39

Keywords: mixture, fly ash, air, diffusion

DOI: 10.14359/51734416

Date: 1/1/2022

Abstract:
Concrete for a large light-rail infrastructure project in the Northwest region of the United States was proposed to be switched from using ordinary portland cement to portland limestone cement (PLC). The article presents research performed to verify that the design requirement of a 100-year service life for the structure can be obtained with PLC concretes containing Class F fly ash.

Related References:

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2. Thomas, M.D.A.; Delagrave, A.; Blair, B.; and Barcelo, L., “Equivalent Durability Performance of Portland Limestone Cement,” Concrete International, V. 35, No. 12, 2013, pp. 39-45.

3. ASTM C618-19, “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete,” ASTM International, West Conshohocken, PA, 2019, 5 pp.

4. ASTM C150/C150M-21, “Standard Specification for Portland Cement,” ASTM International, West Conshohocken, PA, 2021, 9 pp.

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