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    Tension Stiffening Behavior of Reinforced Masonry 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Richard H. Atkinson; Michael I. Hammons
    Publisher: American Society of Civil Engineers
    Abstract: The tensile behavior of reinforced concrete and clay unit masonry was studied by conducting a series of 33 direct tension tests on instrumented specimens. The effect of the steel reinforcement ratio was the principal ...
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    Characterization Methodology for Preformed Compression Seals 

    Source: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003
    Author(s): Larry N. Lynch; Michael I. Hammons
    Publisher: American Society of Civil Engineers
    Abstract: Preformed pavement polychloroprene compression seals were analyzed using dynamic shear rheology and numerical analysis to assess the feasibility of using these techniques to develop an improved methodology for designing ...
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    Creep of Mass Concrete at Early Ages 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 003
    Author(s): Donald M. Smith; Michael I. Hammons
    Publisher: American Society of Civil Engineers
    Abstract: A series of early‐age creep tests was conducted on mass‐concrete mixtures to be used in the construction of locks and dams. Tests were conducted to determine creep at ages of loading from 18 h through several days. While ...
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    Effect of Transverse Shear on Edge Stresses in Rigid Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Michael I. Hammons; John B. Metcalf
    Publisher: American Society of Civil Engineers
    Abstract: The classical Westergaard idealization of the rigid pavement system assumes that the slab-on-grade can be modeled as a thin elastic plate on a bed of springs. Implicit in this assumption is the Kirchhoff (or thin) plate ...
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    Comparative Study of Water-Blasting Equipment for Airfield Surface Decontamination 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 008
    Author(s): Reza S. Ashtiani; Aaron B. Pullen; Michael I. Hammons
    Publisher: American Society of Civil Engineers
    Abstract: Runway rubber removal is a maintenance function employed to ensure safe landing areas for aviation operations. Rubber deposits accumulate on runway areas where aircraft tires touchdown and braking occurs. This tire-rubber ...
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    Comparative Study of Water-Blasting Equipment for Airfield Surface Decontamination 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 008
    Author(s): Reza S. Ashtiani; Aaron B. Pullen; Michael I. Hammons
    Publisher: American Society of Civil Engineers
    Abstract: Runway rubber removal is a maintenance function employed to ensure safe landing areas for aviation operations. Rubber deposits accumulate on runway areas where aircraft tires touchdown and braking occurs. This tire-rubber ...
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    Compressive Strength Of Reinforced Masonry under Lateral Tension 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Paul J. Tikalsky; Richard H. Atkinson; Michael I. Hammons
    Publisher: American Society of Civil Engineers
    Abstract: Shear walls are subjected to biaxial in-plane stresses when resisting seismic or wind loadings. Vertical tensile cracking reduces the compressive strength of walls in a direction normal to the tensile strain. This has been ...
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    Explosive Testing of Polymer Retrofit Masonry Walls 

    Source: Journal of Performance of Constructed Facilities:;2004:;Volume ( 018 ):;issue: 002
    Author(s): James S. Davidson; Jonathan R. Porter; Robert J. Dinan; Michael I. Hammons; James D. Connell
    Publisher: American Society of Civil Engineers
    Abstract: The most widely used terrorist tactic is the improvised explosive device, which can range in size from hand-held to truck-size. Most casualties and injuries sustained in such an attack are not caused by the blast itself, ...
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    Investigation of Joint Spalling on Concrete Runway 

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 001
    Author(s): Raymond S. Rollings; Jerry P. Burkes; Michael I. Hammons; G. Sam Wong; Marian P. Rollings
    Publisher: American Society of Civil Engineers
    Abstract: During 2 days in October 1994, 4-month-old concrete on a runway developed extensive spalling along transverse joints. Damage was extensive, limited to transverse joints; was located in trafficked areas only; and developed ...
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    Failure Mechanisms of Polymer-Reinforced Concrete Masonry Walls Subjected to Blast 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): James S. Davidson; Jeff W. Fisher; Michael I. Hammons; Jonathan R. Porter; Robert J. Dinan
    Publisher: American Society of Civil Engineers
    Abstract: Recent terrorist attacks indicate the improvised explosive device as the choice terror tactic. Over the past decade, the U.S. Department of Defense has encouraged and sponsored research toward developing methods of reinforcing ...
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