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    DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025031-1
    Author(s): Deyun Liu; Zhen-Yu Yin; Catherine O’Sullivan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a method to create rubber clumps without significant volume loss within the framework of the discrete-element method (DEM), enhancing the understanding of particle-scale stress transmission and small ...
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    Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022100
    Author(s): Deyun Liu; Catherine O’Sullivan; J. Antonio H. Carraro
    Publisher: ASCE
    Abstract: A number of research studies have recognized that not all particles in a sand specimen are active in stress transmission, particularly in the case of gap-graded soils. This has implications for the use of the global void ...
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    Mechanical Behavior of a Hardened Oil–Silica Sand Composite 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 006:;page 04025042-1
    Author(s): Ke Chen; Hongjie Lin; Deyun Liu; Manman Hu; Béatrice A. Baudet; Sérgio D. N. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: To evaluate the mechanical behavior of a potential soil stabilizer (a hardening tung oil) with a coarse silica sand, the strength characteristics at both peak and critical state and the stress–dilatancy relationship were ...
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    Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04020182-1
    Author(s): Deyun Liu; Catherine O’Sullivan; J. Antonio H. Carraro
    Publisher: ASCE
    Abstract: It is generally accepted that the use of void ratio and bulk density as measures of soil state have limitations in the case of gap-graded soils because the finer grains may not transmit stress. However, no research has ...
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