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    Analysis of a Sector Crack in a Three-Dimensional Voronoi Polycrystal With Microstructural Stresses 

    Source: Journal of Applied Mechanics:;2000:;volume( 067 ):;issue: 001:;page 50
    Author(s): M. S. Wu; J. Guo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Mode I stress intensity factor of a sector crack in a three-dimensional Voronoi polycrystal is computed by the body force technique. Microstructural stresses arising from the elastic anisotropy ...
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    Drained Cyclic Behavior of Sand with Fabric Dependence 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 011
    Author(s): Richard G. Wan; J. Guo
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of sand is characterized by dilatancy, an increase in overall volume as particles move over each other when the sand assembly is subjected to shear stresses. A stress-dilatancy model for sand in the cyclic ...
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    Theory and Experiments on the Compliance Control of Redundant Robot Manipulators 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1990:;volume( 112 ):;issue: 004:;page 653
    Author(s): H. Kazerooni; K. G. Bouklas; J. Guo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This work presents a control methodology for compliant motion in redundant robot manipulators. This control approach takes advantage of the redundancy in the robot’s degrees of freedom: while a ...
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    Closure to “Lateral Pipe-Soil Interaction in Sand with Reference to Scale Effect” by P. J. Guo and D. F. E. Stolle 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): P. J. Guo; D. F. E. Stolle
    Publisher: American Society of Civil Engineers
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    Lateral Pipe–Soil Interaction in Sand with Reference to Scale Effect 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): P. J. Guo; D. F. E. Stolle
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the pipe–soil interaction for pipes buried in cohesionless soil when subjected to lateral ground movement. A review and reappraisal of the literature is conducted to identify some inconsistencies ...
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    Stress Dilatancy and Fabric Dependencies on Sand Behavior 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Richard G. Wan; Pei J. Guo
    Publisher: American Society of Civil Engineers
    Abstract: A stress dilatancy model with embedded microstructural information, originally developed by the writers, is used to illustrate the pivotal importance of dilatancy and fabric on the behavior of sand. Fabric, as a second-order ...
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