Strategies for Developing High-Volume Fly Ash Concrete with High Early-Age Strength for Precast Applications

Author:

Sao Zacharia1,Kaladharan Gopakumar2ORCID,Yoon Jinyoung3ORCID,Reddy Kamasani Chiranjeevi4ORCID,Rajabipour Farshad5ORCID,Gombeda Matthew J.6ORCID

Affiliation:

1. Associate Transmissions Line Engineer, Sargent & Lundy, 401 Chestnut St., Ste 500, Chattanooga, TN 37402.

2. Senior Researcher, USG Corporation, 700 N US 45, Libertyville, IL 60060. ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Konkuk Univ., 120 Neungdong-ro, Gwangjin-gu, Seoul 05029, Republic of Korea. ORCID: .

4. Postdoctoral Scientist, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802. ORCID: .

5. Professor and Interim Head, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 212 Sackett Bldg., University Park, PA 16802 (corresponding author). ORCID: .

6. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Illinois Institute of Technology, Chicago, IL 60616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference40 articles.

1. ACAA (American Coal Ash Association). 2020. “American Coal Ash Association (ACAA) production and use reports 2000-2020.” Accessed June 30 2022. https://acaa-usa.org/wp-content/uploads/coal-combustion-products-use/Coal-Ash-Production-and-Use.pdf.

2. Effect of accelerated curing regimes on high volume Fly ash mixtures in precast manufacturing plants

3. High-Volume Fly Ash Concrete with High Strength and Low Drying Shrinkage

4. Hydration of alite containing aluminium

5. Powder additions to mitigate retardation in high-volume fly ash mixtures;Bentz D.;ACI Mater. J.,2010

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