The American Concrete Institute released a new publication for concrete industry professionals — ACI 506R-16 Guide to Shotcrete. The guide provides information on materials and properties of both ...
The American Concrete Institute announces the availability of an invaluable new publication for concrete industry professionals — ACI 506R-16 Guide to Shotcrete. The new guide provides information on ...
The ACI Foundation invites the ACI community and the global concrete industry to submit project ideas, research needs and problem statements related to research and innovation.
The ACI Foundation is excited to announce its 2026-2027 fellowship and scholarship recipients. The ACI Foundation is a non-profit subsidiary of ACI that promotes progress, innovation, and collaboration in the concrete industry through strategic inves
A paper by Dolan (2019) and two independent studies conducted within ACI Committee 318F found that the shear provisions for members without transverse reinforcement (introduced in the ACI 318-19 Building Code), produce quite thick stems of concrete retaining walls.
The ACI Foundation invites the ACI community and the global concrete industry to submit project ideas, research needs and problem statements related to research and innovation. We are interested in supporting a variety of projects, such as: ACI Technical Committee needs; new technologies and innovations, advancing the knowledge and use of concrete materials, structures and construction ...
ACI Foundation’s 2026 forum is your opportunity to connect with representatives from material suppliers, architecture & engineering firms, contractors, academics, top-level executives, and regulatory agencies. You will learn from industry-experts about current trends, emerging technologies, and new product innovations.
The test results are compared with the current provisions for the development length of hooked and headed bars in Chapter 25 of ACI 318-19. Descriptive equations to characterize anchorage strength of hooked and headed bars developed previously for No. 11 and smaller bars are evaluated. New descriptive equations are developed to represent the anchorage strength for bars as large as No. 18. The ...