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    Continuous Interface Elements Subject to Large Shear Deformations 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 002
    Author(s): X. Wang; L. B. Wang
    Publisher: American Society of Civil Engineers
    Abstract: : In this paper, an interface or joint subject to large shear deformation is modeled. In the proposed algorithm, continuous interface elements with a finite thickness are reconstructed at every load step based on current ...
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    History of Hot Mix Asphalt Mixture Design in the United States 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 004
    Author(s): Freddy L. Roberts; Louay N. Mohammad; L. B. Wang
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt has been used as a construction material from the earliest days of civilization, but though it has long been used as a waterproofing material in shipbuilding and hydraulics, its use in roadway construction is much ...
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    Three-Dimensional Digital Representation of Granular Material Microstructure from X-Ray Tomography Imaging 

    Source: Journal of Computing in Civil Engineering:;2004:;Volume ( 018 ):;issue: 001
    Author(s): L. B. Wang; J. D. Frost; J. S. Lai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the use of x-ray tomography imaging to reconstruct a three-dimensional (3D) digital representation of individual particles in a granular system. The granular system is represented by the mass center ...
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    Quantification of Doublet Vector Distribution of Granular Materials 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 007
    Author(s): L. B. Wang; J. D. Frost; J. S. Lai
    Publisher: American Society of Civil Engineers
    Abstract: Soil fabric quantities such as doublet vector and branch vector distributions are important in doublet mechanics and micromechanics modeling of soil behavior. The quantification of these quantities is therefore imperative ...
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