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    Elastic Properties of Soils 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Pierre-Yves Hicher
    Publisher: American Society of Civil Engineers
    Abstract: A triaxial apparatus to measure small strains in the range between 10
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    Dynamic Behavior of Straining in Randomly Packed Beads: Experimental Study 

    Source: Journal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Bogdan Muresan; Nadia Saiyouri; Pierre-Yves Hicher
    Publisher: American Society of Civil Engineers
    Abstract: Straining depicts the geometrical retention of fine particles within materials’ pore network. Whether or not fines can be retained depends on (1) the structure of materials’ pore network as well as (2) fines’ size distribution, ...
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    Rotation of Principal Directions in K0‐Consolidated Clay 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author(s): Pierre‐Yves Hicher; Poul V. Lade
    Publisher: American Society of Civil Engineers
    Abstract: Monotonic and cyclic torsion shear and cubical triaxial tests were performed to study the influence of rotation of principal stress directions on the behavior of
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    Closure to “<i>Rotation of Principal Directions in Ko‐Consolidated Clay</i>” by Pierre‐Yves Hicher and Poul V. Lade (July, 1987, Vol. 113, No. 7) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Pierre‐Yves Hicher; Poul V. Lade
    Publisher: American Society of Civil Engineers
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    Effect of Stress Level on the Microstructural Evolution of Clay under Creep 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 002:;page 04021148
    Author(s): Dan Zhao; Mahdia Hattab; Pierre-Yves Hicher; Zhen-Yu Yin
    Publisher: ASCE
    Abstract: Creep in clay can significantly affect long-term deformation evolution and therefore impact the safety of geotechnical structures. To improve our understanding of the mechanism of creep, we have examined the microstructural ...
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    Modeling Mechanical Behavior of Very Coarse Granular Materials 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Zhen-Yu Yin; Pierre-Yves Hicher; Christophe Dano; Yin-Fu Jin
    Publisher: American Society of Civil Engineers
    Abstract: A novel approach has been developed to predict the mechanical behavior of very coarse granular materials with a constitutive model, which considers both grain breakage and size effect. The behavior of granular assemblies ...
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    Modeling Mechanical Behavior of Very Coarse Granular Materials 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Zhen-Yu Yin; Pierre-Yves Hicher; Christophe Dano; Yin-Fu Jin
    Publisher: American Society of Civil Engineers
    Abstract: A novel approach has been developed to predict the mechanical behavior of very coarse granular materials with a constitutive model, which considers both grain breakage and size effect. The behavior of granular assemblies ...
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    Data Compilation from Large Drained Compression Triaxial Tests on Coarse Crushable Rockfill Materials 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Carlos Ovalle; Sandra Linero; Christophe Dano; Edgar Bard; Pierre-Yves Hicher; Rodrigo Osses
    Publisher: ASCE
    Abstract: Investigating the mechanical properties of rockfills requires laborious, time-consuming, and expensive large-scale testing. Therefore, practitioners frequently adopt design parameters based on a limited number of reports ...
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