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This month’s Q&A discusses the reinforcement stiffness ratio ρne that can be used for comparing the performance of various reinforcement types in slabs-on-ground and the design approach for glass fiber-reinforced polymer reinforcement in ACI/NEx MNL-6(23) based on percent reduction in unrestrained shrinkage strain from the enhanced aggregate interlock design of ACI PRC-360-10.
Available in the following language(s): Spanish
ASCC concrete contractors recognize that successful construction with lower-carbon concrete may require a different approach to specifying concrete, mixture proportioning, construction scheduling, and expectations for setting, saw cutting, and strength gain.
Available in the following language(s): Spanish
This is the first article in a series of articles prepared by members of ACI Committee 562, Evaluation, Repair, and Rehabilitation of Concrete Structures, under the main theme, “Existing Concrete Structures—Learning Lessons and Advancing Solutions.” It focuses on the evolution of ACI CODE-562 since its first publication as a provisional standard in 2012 to the 2025 edition.
Available in the following language(s): Spanish
Advanced workflows enable contractors to identify and correct issues before the concrete is placed, providing cost reductions and production increases, while automated machine control systems deliver surface tolerances that exceed traditional human capabilities. These digital workflows can optimize how concrete is placed, monitored, and verified, as well as improve quality control timelines.
Available in the following language(s): Spanish
Advanced workflows enable contractors to identify and correct issues before the concrete is placed, providing cost reductions and production increases, while automated machine control systems deliver surface tolerances that exceed traditional human capabilities. These digital workflows can optimize how concrete is placed, monitored, and verified, as well as improve quality control timelines.
Available in the following language(s): Spanish