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    Thaw Consolidation Properties of Fine-Grained Permafrost Soils of the Mackenzie Valley, Canada 

    Source: Journal of Cold Regions Engineering:;2024:;Volume ( 038 ):;issue: 001:;page 04023020-1
    Author(s): Simon Dumais; Jean-Marie Konrad
    Publisher: ASCE
    Abstract: In this study, the thaw consolidation properties of fine-grained permafrost soils are investigated in terms of the characteristics of the relationships between the effective stress (σv′), the void ratio (e), and the hydraulic ...
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    Influence of Freezing Temperature on Hydraulic Conductivity of Silty Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Jean-Marie Konrad; Martin Samson
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic conductivity of thawed consolidated slurries of a silty clay from Lachute, Quebec, Canada, subjected to closed-system freezing at different temperatures ranging from −2 to −12°C were determined from constant-head ...
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    Large-Strain Nonlinear Thaw Consolidation Analysis of the Inuvik Warm-Oil Experimental Pipeline Buried in Permafrost 

    Source: Journal of Cold Regions Engineering:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Simon Dumais; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
    Abstract: The large strain nonlinear thaw consolidation model developed by Dumais and Konrad is used to analyze the Inuvik experimental warm-oil pipeline built on ice-rich permafrost foundations. The predictions for the thaw penetration ...
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    Modeling Effects of Moisture on Particle Breakage 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021157-1
    Author(s): Younes Salami; Jean-Marie Konrad
    Publisher: ASCE
    Abstract: The recently developed framework for modeling grain breakage in granular materials is shown to be valid for saturated/unsaturated conditions. The model describes the initiation, development, and stabilization of breakage ...
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    Forward Modeling of Steady-State Surface Wave Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Maud Storme; Richard Fortier; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
    Abstract: The forward modeling of the dispersion curve of a layered medium calculated from the spectral characteristics of Rayleigh waves requires an efficient algorithm for predicting the surface displacements of the medium under ...
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    Yielding of Microstructured Geomaterial by Distinct Element Method Analysis 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Mingjing Jiang; Serge Leroueil; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to present macro- and micro-study on the yielding of microstructured geomaterials by numerical experiments. This target is achieved by carrying out 63 one-dimensional and biaxial compressions ...
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    Estimating Hydraulic and Thermal Conductivities of Crushed Granite Using Porosity and Equivalent Particle Size 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Jean Côté; Marie-Hélène Fillion; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study of the effect of porosity and particle size on the hydraulic conductivity and thermal conductivity of sand-sized crushed granite particles with diameters ranging from 0.08–10 mm. ...
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    Constitutive Modeling of Gravelly Soil–Structure Interface Considering Particle Breakage 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Miad Saberi; Charles-Darwin Annan; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of the interface between gravelly soils and structures may play a significant role on the response of many soil-structure systems to loading. Under cyclic excursion of shear stress, the gravelly ...
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    Two-Dimensional Discrete Element Theory for Rough Particles 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 001
    Author(s): Mingjing Jiang; Serge Leroueil; Hehua Zhu; Hai-Sui Yu; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
    Abstract: The surfaces of real sands are often rough and a discrete element modeling of rough granulates is very important to understand the behavior of real sands. This paper presents a two-dimensional discrete element method (DEM) ...
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    Closure to “Two-Dimensional Discrete Element Theory for Rough Particles” by Mingjing Jiang, Serge Leroueil, Hehua Zhu, Hai-Sui Yu, and Jean-Marie Konrad 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 005
    Author(s): Mingjing Jiang; Serge Leroueil; Hehua Zhu; Hai-Sui Yu; Jean-Marie Konrad
    Publisher: American Society of Civil Engineers
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