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    Particle-Based Discrete Element Modeling: Geomechanics Perspective 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 006
    Author(s): Catherine O’Sullivan
    Publisher: American Society of Civil Engineers
    Abstract: This paper is a review of the use of particulate discrete element modeling (DEM) in geomechanics. The overall objective of the paper is to serve as an introduction to researchers and practitioners in geomechanics who are ...
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    A Perspective on Darcy’s Law across the Scales: From Physical Foundations to Particulate Mechanics 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 011:;page 04022064
    Author(s): Catherine O’Sullivan; Chloé Arson; Benoît Coasne
    Publisher: ASCE
    Abstract: This paper puts forward a perspective or opinion that we can demonstrate Darcy’s law is valid at any scale where fluid can be modeled/analyzed as a continuum. Darcy’s law describes the flow of a fluid through a porous ...
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    Advancing Understanding of the Influence of Drained Cyclic Loading on Sand Behavior Using DEM 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 001:;page 04023110-1
    Author(s): Tara S. Sassel; Catherine O’Sullivan
    Publisher: ASCE
    Abstract: Understanding the response of sand to drained cyclic loading is relevant to the design of abutments of integral bridges and foundations of wind turbines among other applications. In this study, the discrete element method ...
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    Modified Shear Spring Formulation for Discontinuous Deformation Analysis of Particulate Media 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 007
    Author(s): Catherine O’Sullivan; Jonathan D. Bray
    Publisher: American Society of Civil Engineers
    Abstract: Ke and Bray (1995) presented the formulation of the discontinuous deformation analysis method (DDA) for a particulate medium consisting of two-dimensional disks. This original DDA formulation calculated the shear force at ...
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    Calculating the State Parameter in Crushable Sands 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Matteo O. Ciantia; Catherine O’Sullivan
    Publisher: ASCE
    Abstract: The state parameter (ψ) measures the distance from the current state to the critical state line (CSL) in the compression plane. The existence of a correlation between both the peak angle of shearing resistance
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    Influence of Fabric on Stress Distribution in Gap-Graded Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021016-1
    Author(s): Adnan Sufian; Marion Artigaut; Thomas Shire; Catherine O’Sullivan
    Publisher: ASCE
    Abstract: The combined influence of density and stress-induced fabric anisotropy on the nature of stress transmission in gap-graded soils with cohesionless fines has been explored using the discrete element method (DEM). Various ...
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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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    Exploiting DEM to Link Thermal Conduction and Elastic Stiffness in Granular Materials 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 002:;page 04021139
    Author(s): Tokio Morimoto; Catherine O’Sullivan; David M. G. Taborda
    Publisher: ASCE
    Abstract: Estimating the effective thermal conductivity (ETC) of granular materials is important in various engineering disciplines. The ETC of a granular material is not unique, rather it depends upon the material’s packing ...
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    Quantifying Shear-Induced Permeability Changes in Medium-Loose Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023133-1
    Author(s): Jose Salomon; Tokio Morimoto; Fernando Patino-Ramirez; Catherine O’Sullivan
    Publisher: ASCE
    Abstract: For many applications in geotechnical engineering, an accurate assessment of soil hydraulic conductivity is important to predict settlements and pore water pressure changes. Laboratory test data can inform the permeability ...
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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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