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    Behavior of Interfaces between Fiber-Reinforced Polymers and Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): J. D. Frost; J. Han
    Publisher: American Society of Civil Engineers
    Abstract: Conventional construction materials used in foundations can encounter serious durability problems in contaminated subsurface or marine environments. Fiber-reinforced polymer (FRP) composites are potentially suitable for ...
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    Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): J. Han; M. A. Gabr
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical engineers face several challenges when designing structures over soft soils. These include potential bearing failure, intolerable settlement, large lateral pressures and movement, and global or local instability. ...
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    A Theoretical Solution for Consolidation Rates of Stone Column‐Reinforced Foundations Accounting for Smear and Well Resistance Effects 

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 002
    Author(s): J. Han; S. L. Ye
    Publisher: American Society of Civil Engineers
    Abstract: Theoretical and experimental studies have proven that stone columns can be used for accelerating the consolidation rate of soft soil by providing a drainage path and reducing stresses in the soil. In constructing stone ...
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    Macrocrack-Microcrack Interaction in Piezoelectric Materials, Part I: Basic Formulations and J-Analysis 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002:;page 514
    Author(s): Y.-H. Chen; J.-J. Han
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The macrocrack-microcrack interaction problem in transversely isotropic piezoelectric materials is studied. The microcracks near a macrocrack tip in the process zone are assumed to be parallel to ...
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    Macrocrack-Microcrack Interaction in Piezoelectric Materials, Part II: Numerical Results and Discussions 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002:;page 522
    Author(s): Y.-H. Chen; J.-J. Han
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Numerical results are shown in figures and tables. The major features for the traditional stress intensity factors and the electric displacement intensity factor against the microcrack location ...
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    Practical Model of Frost Heave in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): S. J. Han; D. J. Goodings
    Publisher: American Society of Civil Engineers
    Abstract: Freezing behavior of clay differs from that of silt. This difference stems primarily from the low permeability or hydraulic conductivity of clay, and the higher water content of saturated clay. Freezing effects include ...
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    Membrane Behavior of R/C Shell Element and Limits on Reinforcement 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Kye J. Han; S. T. Mau
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of reinforced concrete (R/C) shell elements subjected to membrane stresses is examined. The governing equations are derived from equilibrium, compatibility, and the constitutive law of reinforced concrete under ...
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    Creep Crack Growth Behavior in Power Plant Boiler and Steam Pipe Steels 

    Source: Journal of Pressure Vessel Technology:;1988:;volume( 110 ):;issue: 002:;page 137
    Author(s): A. Saxena; J. Han; K. Banerji
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: One of the important ingredients in remaining creep crack growth life assessment of elevated temperature power plant components is the material creep crack growth rate data. This report summarizes ...
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    Constitutive Modeling in Analysis of Concrete Structures 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 004
    Author(s): D. J. Han; W. F. Chen
    Publisher: American Society of Civil Engineers
    Abstract: Although significant progress on the modeling of concrete behavior has been made in recent years, no unified treatment of the existing mathematical models from which a comprehensive three‐dimensional constitutive model can ...
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    Tubular Members in Offshore Structures 

    Source: Journal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 004:;page 496
    Author(s): W. F. Chen; H. Saunders; D. J. Han
    Publisher: The American Society of Mechanical Engineers (ASME)
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