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    Discussion of “<i>Instability of Granular Materials with Nonassociated Flow</i>” by Poul V. Lade, Richard B. Nelson, and Y. Marvin Ito (December, 1988, Vol. 114, No. 12) 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    Author(s): John F. Peters
    Publisher: American Society of Civil Engineers
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    Percolation Threshold of Sand-Clay Binary Mixtures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): John F. Peters; Ernest S. Berney IV
    Publisher: American Society of Civil Engineers
    Abstract: Many poorly graded granular materials of engineering importance can be characterized as gap-graded binary mixtures. Such mixtures display a volume-change response at a threshold value of the coarse fraction that is reminiscent ...
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    Large Scale Discrete Element Modeling of Vehicle-Soil Interaction 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 010
    Author(s): David A. Horner; John F. Peters; Alex Carrillo
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the current work on a large deformation soil model to demonstrate the feasibility of particle models to simulate full-scale vehicle-soil interaction problems in which the soil undergoes large excavation-like ...
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    Critical Factors in Subgrade Rutting Failures of Airfield Mats over Soft Soils under Static Loading 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author(s): Jeremiah M. Stache; Farshid Vahedifard; John F. Peters
    Publisher: ASCE
    Abstract: Subgrade rutting failures in matting structures present a unique challenge in expedient airfields. Mats are often constructed over existing soft subgrades and can experience aircraft with large gross loads and high tire ...
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