Skip to main content

Currently Skimming:

Summary
Pages 1-4

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 1...
... Such guidelines will provide highway agencies with the information necessary for considering SCC mixtures that are expected to produce a uniform product, expedite construction, and yield economic and other benefits. To accomplish this objective, the research included work to: • Develop material properties and performance criteria for SCC used for precast, prestressed concrete bridge elements; • Evaluate key engineering properties, durability characteristics, and structural performance of such concrete; and • Propose relevant changes to AASHTO LRFD Specifications.
From page 2...
... The study included 16 non–air-entrained SCC mixtures and enabled the modeling of plastic viscosity, thixotropy, filling ability, passing ability, filling capacity, static stability, formwork pressure, setting time, compressive and flexural strengths, elastic modulus, autogenous shrinkage, drying shrinkage, and creep. The air-void system and frost durability were evaluated for selected mixtures.
From page 3...
... can lead to larger prestressing losses and smaller cambers. SCC and HPC girders of similar compressive strengths exhibit similar transfer lengths, flexural cracking moments, and cracking shears.
From page 4...
... Guidelines for material selection and mixture proportioning of SCC for precast, prestressed applications are provided. This information pertains to the effect of w/cm, binder type, and maximum size of aggregate (MSA)


This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More information on Chapter Skim is available.