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    Discussion of “Addressing Sulfate-Induced Heave in Lime Treated Soils” by Dallas N. Little, Syam Nair, and Bruce Herbert 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Stephan A. Jefferis
    Publisher: American Society of Civil Engineers
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    Erratum for “Performance of Bored Piles Constructed Using Polymer Fluids: Lessons from European Experience” by Carlos Lam and Stephan A. Jefferis 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Carlos Lam; Stephan A. Jefferis
    Publisher: American Society of Civil Engineers
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    Performance of Bored Piles Constructed Using Polymer Fluids: Lessons from European Experience 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Carlos Lam; Stephan A. Jefferis
    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 ...
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    Retrofitting Short-Span Precast Channel Beam Bridges Constructed without Shear Reinforcement 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 003
    Author(s): Ernest Heymsfield; Stephan A. Durham
    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: ...
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    Performance of an Anti-Icing Epoxy Overlay on Asphalt Surfaces 

    Source: Journal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 006
    Author(s): Logan M.; Young; Stephan A.; Durham
    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 ...
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    Live Load Distribution Factors in Two-Girder Bridge Systems Using Precast Trapezoidal U-Girders 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 002
    Author(s): Salahudin A.; Mensah; Stephan A.; Durham
    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 ...
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    Investigation of Cracks Observed in Underwater Bridge Seal Structures and Crack Control by Means of Material Design 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author(s): Hiwa Hamid; Mi G. Chorzepa; Stephan A. Durham
    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 ...
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    Rheological Properties of PHPA Polymer Support Fluids 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author(s): Carlos Lam; Peter J. Martin; Stephan A. Jefferis
    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 ...
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    Optimization of Cementitious Material Content for Sustainable Concrete Mixtures 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 006
    Author(s): Rui Liu; Stephan A. Durham; Kevin L. Rens; Anu Ramaswami
    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
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    Cracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author(s): Stephan A. Durham; Ernest Heymsfield; Keith D. Tencleve
    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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