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Frequently Asked Questions
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Search other resources on the ACI website for answers to technical questions
Question: Curing and curling of concrete slabs over vapor retarders
Question: Increasing the load capacity of a slab-on-ground using an overlay
Question: Consolidation of concrete—required or not?
Question: Tolerances for floors supporting operable partitions
Question: When should saw cuts be made on a concrete slab?
Question: Acceptable concrete cracking
Question: Heat of hydration and the importance of controlling it
Question: Minimum concrete cover for balconies with PT cables
Question: What nominal maximum sizes of aggregate are recommended?
Question: Tolerances for concrete slabs supporting steel tanks
Question: Shear Design Provisions in ACI 318-19
Question: What is the minimum fiber dosage? Is it possible to use less than the minimum dosage?
Question: Slabs-on-ground
Question: What are shrinkage-compensating expansive cement and concrete?
Question: Curing Cylinders for Acceptance Testing
Question: Air tests for non-air-entrained concrete
Question: What are the primary benefits of using fiber-reinforced concrete compared to traditionally reinf...
Question: Strength of concrete
Question: Where is fiber-reinforced concrete mostly used in practice?
Question: How is reinforced concrete designed using fibers instead of traditional steel?
Question: Two-way slabs design, ACI 318 vs. FEM
Question: What is minimum reinforcement for crack-width control and how is design accomplished using fiber?
Question: Substantial structural damage
Question: How is the shrinkage of concrete determined?
Question: Cleaning slabs during tilt-up construction
Question: What is curing?
Question: Difference between a contraction joint, isolation joint, expansion joint, construction joint, an...
Question: Curling, shrinkage, and w/cm
Question: Design of Slabs-on-ground