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    Discussion of “Numerical Analysis of Drained Direct and Simple Shear Tests” by Andrew Drescher 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Andrew Drescher
    Publisher: American Society of Civil Engineers
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    Elastic Anisotropy of Tire Shreds 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Thor C. Heimdahl; Andrew Drescher
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with anisotropic elastic properties of large-size tire shreds used as lightweight fills in road and embankment construction. The anisotropy is a result of compaction and overburden pressure, which induce ...
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    Bearing Capacity of Circular Footings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Hans L. Erickson; Andrew Drescher
    Publisher: American Society of Civil Engineers
    Abstract: Numerical computations using
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    Permanent Deformation in Asphalt Concrete 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 001
    Author(s): Andrew Drescher; Jong R. Kim; David E. Newcomb
    Publisher: American Society of Civil Engineers
    Abstract: Permanent deformation in asphalt concrete pavements manifests itself as depressions along the wheel paths, ruts. The prediction of rut depth requires a knowledge of materials characteristics that relate the asphalt concrete ...
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