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    Effects of Silt on Three-Dimensional Stress–Strain Behavior of Loose Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Saul Shapiro; Jerry A. Yamamuro
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on the effects of nonplastic silt on the three-dimensional drained behavior of loose sand was performed employing a true triaxial testing apparatus. Laboratory experiments were performed on clean sand ...
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    Steady-State Concepts and Static Liquefaction of Silty Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Jerry A. Yamamuro; Poul V. Lade
    Publisher: American Society of Civil Engineers
    Abstract: The results from an experimental study on silty sands are presented and evaluated in view of the framework of critical-state or steady-state soil mechanics. Drained and undrained compression tests were performed on Nevada ...
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    Closure to “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): Jerry A. Yamamuro; Poul V. Lade
    Publisher: American Society of Civil Engineers
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    Monotonic and Cyclic Liquefaction of Very Loose Sands with High Silt Content 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Jerry A. Yamamuro; Kelly M. Covert
    Publisher: American Society of Civil Engineers
    Abstract: The results from an experimental study on sands with high nonplastic silt content are presented. Drained and undrained triaxial compression tests, undrained cyclic triaxial tests, and drained/undrained instability tests ...
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    Strain Localization in Extension Tests on Granular Materials 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Jerry A. Yamamuro; Poul V. Lade
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on granular materials in triaxial extension at confining pressures from 0.25 to 68 MPa is presented. Drained and undrained tests were performed utilizing cylindrical specimens. Strain localization was ...
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    Stability of Granular Materials in Postpeak Softening Regime 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Poul V. Lade; Jerry A. Yamamuro
    Publisher: American Society of Civil Engineers
    Abstract: Triaxial compression tests on sand have been performed to study stability and plastic yielding in the postpeak softening regime. Softening occurs in dense sand sheared at low confining pressure. The experiments show that ...
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    Drained Sand Behavior in Axisymmetric Tests at High Pressures 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Jerry A. Yamamuro; Poul V. Lade
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental study of granular materials at high pressures are presented. Axisymmetric specimens of dense Cambria sand were tested in drained triaxial compression tests between confining pressures of 0.05 ...
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    Undrained Sand Behavior in Axisymmetric Tests at High Pressures 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Poul V. Lade; Jerry A. Yamamuro
    Publisher: American Society of Civil Engineers
    Abstract: The results from an experimental study of undrained granular material behavior at high pressures are presented. Axisymmetric specimens of dense Cambria sand were tested in undrained triaxial compression tests between initial ...
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    Effect of Strain Rate on the Stress-Strain Behavior of Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Jerry A. Yamamuro; Antonio E. Abrantes; Poul V. Lade
    Publisher: American Society of Civil Engineers
    Abstract: Drained triaxial compression tests on crushed coral sand were performed from near-static strain rates to very high strain rates (up to approximately
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    Closure to “Significance of Particle Crushing in Granular Materials” by Poul V. Lade, Jerry A. Yamamuro, and Paul A. Bopp 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): Poul V. Lade; Jerry A. Yamamuro; Paul A. Bopp
    Publisher: American Society of Civil Engineers
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