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    Liquefaction and Deformation Analyses Using a Total Stress Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Michael H. Beaty; Peter M. Byrne
    Publisher: American Society of Civil Engineers
    Abstract: Estimating deformations due to seismically induced liquefaction is often accomplished with a series of simplified uncoupled analyses. An alternative approach is presented in this paper that builds upon this common practice ...
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    Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid? 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 006
    Author(s): Ernest Naesgaard; Peter M. Byrne; Dharma Wijewickreme
    Publisher: American Society of Civil Engineers
    Abstract: It is commonly assumed that within inundated sand the Skempton
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    Undrained Anisotropic Monotonic Behavior of Sand from In Situ Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Debasis Roy; Richard G. Campanella; Peter M. Byrne; John Hughes
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for estimating the undrained stress-strain behavior of sand from drained self-boring pressuremeter and seismic piezocone penetration tests is proposed in this paper. The procedure offers an inexpensive alternative ...
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    Identifying the Effects of Soil and Climate Types on Seasonal Variation of Pavement Roughness Using MML Inference 

    Source: Journal of Computing in Civil Engineering:;2008:;Volume ( 022 ):;issue: 002
    Author(s): M. Byrne; D. Albrecht; J. G. Sanjayan; J. Kodikara
    Publisher: American Society of Civil Engineers
    Abstract: Pavement roughness is a common measure of pavement distress and one regularly measured by road authorities. While permanent pavement deterioration that equates to increased roughness is commonly modeled, cyclical or seasonal ...
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    Discussion: State Parameter from Self-Boring Pressuremeter Tests in Sand 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Debasis Roy; Richard G. Campanella; John Hughes; Peter M. Byrne
    Publisher: American Society of Civil Engineers
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    The Influence of Bioreactor Geometry and the Mechanical Environment on Engineered Tissues 

    Source: Journal of Biomechanical Engineering:;2010:;volume( 132 ):;issue: 005:;page 51006
    Author(s): J. M. Osborne; R. D. O’Dea; J. P. Whiteley; H. M. Byrne; S. L. Waters
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A three phase model for the growth of a tissue construct within a perfusion bioreactor is examined. The cell population (and attendant extracellular matrix), culture medium, and porous scaffold ...
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