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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 31921 Abstracts search results
Document:
30325
Date:
December 2, 2025
Author(s):
ACI Committee 303
Abstract:
This guide presents recommendations for producing cast-in-place architectural concrete. The importance of specified materials, forming, concrete placement, curing, additional treatment, inspection, and their effect on the appearance of the finished product are discussed. Architectural concrete requires special construction techniques, materials, and requirements that are unique to each project. The specific recommendations and information presented in this guide should be used accordingly. Keywords: admixture; aggregate; architectural concrete; bush-hammer; coating; column; consolidation; cracking; curing; deflection; exposed-aggregate finish; finish; form lining; formwork; joint; joint sealant; mixture proportion; pigment; placing; quality control; release agent; repair; retarder; sealant; texture; wall.
CI4712Snguanyat
December 1, 2025
Chalermwut Snguanyat, Somchai Chitwarodom, Sakkarin
Publication:
Concrete International
Volume:
47
Issue:
12
To reduce carbon emissions, SCG Cement Co., Ltd., a building materials manufacturer in Thailand, has developed cement incorporating limestone-calcined clay technology. The company is currently scaling up production and promoting the adoption of this innovative limestone-calcined clay cement (LC3) across various applications.
DOI:
10.14359/51749335
CI4712HonorsandAwards
The American Concrete Institute showcases the contributions and efforts of its global membership and the concrete industry worldwide through its varied honors and awards program. ACI is seeking nominations for the 2026 award cycle.
10.14359/51749336
CI4712ProductGuide
10.14359/51749337
CI4712Bischoff
Peter H. Bischoff, Wassim Nasreddine, and Hani Nassif
This is the last article in a five-part series on calculating deflections for members not meeting minimum thickness requirements in accordance with ACI CODE-318-19. The Code’s approach for calculating immediate deflection of reinforced (nonprestressed) concrete is broadened to include prestressed concrete loaded above the cracking moment (Class T and Class C prestressed members).
10.14359/51749338
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