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A Unique Critical State for Sand?
Publisher: American Society of Civil Engineers
Abstract: The development of localized strains (shear banding) in soils near peak stress levels and the subsequent continued deformation within shear bands during observed softening render important issues such as critical state ...
A Unique Critical State for Sand?
Publisher: American Society of Civil Engineers
Closure to “A Unique Critical State for Sand?” by Michall A. Mooney, Richard J. Finno, and Gioacchino Viggiani
Publisher: American Society of Civil Engineers
Undrained Shear Band Deformation in Granular Media
Publisher: American Society of Civil Engineers
Abstract: Shear banding, the localization of deformation into thin zones of intense shearing, is a phenomenon commonly observed in soils, yet it is still poorly understood. Stereophotogrammetry was used to study the deformation in ...
Modeling Combined Fabric Evolution in an Anisometric Granular Material Driven by Particle-Scale X-Ray Measurements
Publisher: ASCE
Abstract: A combined fabric evolution (CFE) model is used to predict real-world fabric evolution of a strongly anisometric granular material under triaxial loading, connecting advances in theoretical developments and experimental ...
Discussion and Closure: Strain Localization and Undrained Steady State of Sand
Publisher: American Society of Civil Engineers
Strain Localization and Undrained Steady State of Sand
Publisher: American Society of Civil Engineers
Abstract: Experimental results are presented that characterize the behavior of a loose, fine-grained, water-saturated sand tested under globally undrained conditions is a plane strain apparatus. Together with local measurements of ...