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Discussion of “Addressing Sulfate-Induced Heave in Lime Treated Soils” by Dallas N. Little, Syam Nair, and Bruce Herbert
Publisher: American Society of Civil Engineers
Erratum for “Performance of Bored Piles Constructed Using Polymer Fluids: Lessons from European Experience” by Carlos Lam and Stephan A. Jefferis
Publisher: American Society of Civil Engineers
Performance of Bored Piles Constructed Using Polymer Fluids: Lessons from European Experience
Publisher: American Society of Civil Engineers
Abstract: Solutions of synthetic water-soluble polymers have been used for the construction of bored piles (drilled shafts) since the early 1990s. These engineered fluids are very different from conventional bentonite slurries but ...
Retrofitting Short-Span Precast Channel Beam Bridges Constructed without Shear Reinforcement
Publisher: American Society of Civil Engineers
Abstract: This paper investigates retrofitting precast, nonprestressed, channel beams (PCB) used in short-span bridges to improve beam shear strength and, consequently, beam ductility. Three retrofit approaches were investigated: ...
Performance of an Anti-Icing Epoxy Overlay on Asphalt Surfaces
Publisher: American Society of Civil Engineers
Abstract: This paper summarizes the evaluation of a thin-bonded epoxy overlay placed on an asphalt-wearing surface in an effort to increase skid resistance, decrease wear of the bridge deck, reduce the development of bonded snow and ...
Live Load Distribution Factors in Two-Girder Bridge Systems Using Precast Trapezoidal U-Girders
Publisher: American Society of Civil Engineers
Abstract: The lever rule method is often used to determine live load distribution factors (LDFs) in two-girder bridge systems because of the ranges of applicability implicit in the simplified equations of the AASHTO LRFD bridge ...
Investigation of Cracks Observed in Underwater Bridge Seal Structures and Crack Control by Means of Material Design
Publisher: ASCE
Abstract: A large number of cracks were observed in a bridge seal structure during an underwater inspection. The seal is 13.2 m long, 5.9 m wide, and 6.8 m deep and thus is considered mass concrete. The concrete mixture contains ...
Rheological Properties of PHPA Polymer Support Fluids
Publisher: American Society of Civil Engineers
Abstract: Synthetic polymer fluids are becoming a popular replacement for bentonite slurries to support excavations for deep foundation elements. However, the rheological properties of the polymer fluids used in excavation support ...
Optimization of Cementitious Material Content for Sustainable Concrete Mixtures
Publisher: American Society of Civil Engineers
Abstract: Utilization of fly ash in concrete reduces the use of virgin materials and offers benefits of reduced landfill materials and
Cracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges
Publisher: American Society of Civil Engineers
Abstract: A nationwide survey revealed 14 states having bridges comprised of precast, nonprestressed, concrete channel beams. Currently, the Arkansas State Highway and Transportation Department (AHTD) bridge inventory includes ...
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