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    Passing the Baton 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 010
    Author(s): Stein Sture
    Publisher: American Society of Civil Engineers
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    Dynamics of Structures: Theory and Applications to Earthquake Engineering 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Stein Sture
    Publisher: American Society of Civil Engineers
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    Closure to “Nonassociated Flow and Stability of Granular Materials” by Poul V. Lade, Richard B. Nelson, and Y. Marvin Ito (September, 1987, Vol. 113, No. 9) 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Roger Ghanem; Stein Sture
    Publisher: American Society of Civil Engineers
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    Shear Band Formation in Plane Strain Experiments of Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Khalid A. Alshibli; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: A series of biaxial (plane strain) experiments were conducted on three sands under low (15 kPa) and high (100 kPa) confining pressure conditions to investigate the effects of specimen density, confining pressure, and sand ...
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    Sand Shear Band Thickness Measurements by Digital Imaging Techniques 

    Source: Journal of Computing in Civil Engineering:;1999:;Volume ( 013 ):;issue: 002
    Author(s): Khalid A. Alshibli; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Digital imaging analysis was used to study localized deformations in granular materials tested under plane strain condition. Two independent techniques were applied and compared. In the first technique, the digitized optical ...
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    Prediction of Plastic Localization Using MRS‐Lade Model 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Dunja Perić; Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Conditions for plastic localization, in terms of the possibility for discontinuous bifurcations of the incremental strain rate field, are given for the MRS‐Lade model. The susceptibility to bifurcation is examined along ...
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    Engineering Properties of Lunar Soil Simulant JSC-1A 

    Source: Journal of Aerospace Engineering:;2010:;Volume ( 023 ):;issue: 001
    Author(s): Haydar Arslan; Susan Batiste; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: This study was carried out to assess the tensile and shear strength in lunar soil, and to examine the variation as a function of density and confinement. Geotechnical engineering properties of the lunar soil simulant ...
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    Numerical Assessment of the Influence of End Conditions on Constitutive Behavior of Geomaterials 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Boris Jeremić; Zhaohui Yang; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we investigate the behavior of elastic–plastic specimens during testing in a triaxial apparatus. In particular, an investigation of the influence of a number of imperfections on the observed behavior of a ...
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    Advances in the Mechanics of Granular Materials 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Jin Ooi; Mark Hopkins; Stein Sture
    Publisher: American Society of Civil Engineers
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