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    Limit Plasticity Approach to Piping in Bins 

    Source: Journal of Applied Mechanics:;1983:;volume( 050 ):;issue: 003:;page 549
    Author(s): A. Drescher
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The plastic limit analysis method is adopted to derive a criterion for piping in particulate solids discharged from prismatic and cylindrical bins. Plane, rectangular, and circular cross sections ...
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    Limit Plasticity Approach to Some Cases of Flow of Bulk Solids 

    Source: Journal of Manufacturing Science and Engineering:;1969:;volume( 091 ):;issue: 002:;page 357
    Author(s): Z. Mróz; A. Drescher
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Depending on the stress state, a bulk solid, regarded as the elastic-plastic material, can exhibit workhardening, worksoftening or perfectly plastic properties. During continuing motion, the solid ...
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    Nonlinear Failure Criterion and Passive Thrust on Retaining Walls 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 004
    Author(s): S.-C. Soon; A. Drescher
    Publisher: American Society of Civil Engineers
    Abstract: The effect of nonlinearity of the failure criterion on the passive thrust on smooth and rough vertical retaining walls is studied theoretically. Limit analysis upper bound estimates based on block-type failure mechanisms ...
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    Constitutive Model for Static Liquefaction 

    Source: International Journal of Geomechanics:;2003:;Volume ( 003 ):;issue: 002
    Author(s): Z. Mróz; N. Boukpeti; A. Drescher
    Publisher: American Society of Civil Engineers
    Abstract: A general, three-dimensional formulation of the elastoplastic refined Superior sand constitutive model is presented. The model is aimed at realistic simulation of liquefaction phenomena occurring in loose saturated granular ...
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    Viscoelastic Behavior of Asphalt Concrete in Diametral Compression 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    Author(s): W. Zhang; A. Drescher; D. E. Newcomb
    Publisher: American Society of Civil Engineers
    Abstract: A viscoelastic solution of the diametral compression of short cylinders has recently been presented by Zhang et al. The solution is based on Hondros's elastic solution and applies to any load history. In this paper, the ...
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    Viscoelastic Analysis of Diametral Compression of Asphalt Concrete 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    Author(s): W. Zhang; A. Drescher; D. E. Newcomb
    Publisher: American Society of Civil Engineers
    Abstract: The diametral compression of short cylinders is generally accepted as the convenient and accurate test method for evaluating the mechanical properties of asphalt concrete mixtures. In particular, the test serves to determine ...
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    Rate Sensitivity of Asphalt Concrete in Triaxial Compression 

    Source: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 002
    Author(s): J. R. Kim; A. Drescher; D. E. Newcomb
    Publisher: American Society of Civil Engineers
    Abstract: There is ample evidence based on uniaxial (unconfined) compression that asphalt concrete exhibits behavior that depends on the loading or straining rate. This paper describes the results of an experimental program aimed ...
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