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RISDiscussion of “Effect of the Mode of Shear on Static Liquefaction Analysis” by Abouzar Sadrekarimi
Publisher: American Society of Civil Engineers
Discussion of “Dilatancy and Friction Angles Based on In Situ Soil Conditions” by Ozer Cinicioglu and Arshiya Abadkon
Publisher: American Society of Civil Engineers
Discussion of “Dilatancy and Friction Angles Based on In Situ Soil Conditions” by Ozer Cinicioglu and Arshiya Abadkon
Publisher: American Society of Civil Engineers
Discussion of “Role of Particle Angularity on the Mechanical Behavior of Granular Mixtures” by H. Shin and J. C. Santamarina
Publisher: American Society of Civil Engineers
Elastoplastic Constitutive Model for Rockfill Materials Considering Particle Breakage
Publisher: American Society of Civil Engineers
Abstract: Particle breakage has a great influence on stress-strain behaviors of rockfill materials. A new relative breakage was proposed for rockfill materials. A critical state line incorporating particle breakage was termed as a ...
Measuring and Modeling Proportion-Dependent Stress-Strain Behavior of EPS-Sand Mixture<sup>1</sup>
Publisher: American Society of Civil Engineers
Abstract: A geofoam was produced by blending expanded polystyrene (EPS) beads and sands in proportions. The
formed mixtures, known as EPS-sands, were 26–63% lighter than general earth fills (e.g.,
sand). Consolidated-drained (CD) ...
General Stress–Dilatancy Relation for Granular Soils
Publisher: American Society of Civil Engineers
The Early Winter Sea Ice Variability under the Recent Arctic Climate Shift
Publisher: American Meteorological Society
Abstract: his study reveals that sea ice in the Barents and Kara Seas plays a crucial role in establishing a new Arctic coupled climate system. The early winter sea ice before 1998 shows double dipole patterns over the Arctic ...
Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. II: Validation
Publisher: American Society of Civil Engineers
Abstract: The disturbed state concept (DSC)-based model for overconsolidated clay was proposed mainly in a previous paper that aims to analyze the influences of the model parameters on model predictions, calibrations of the model ...