Micro Shear Bands: Precursor for Strain Localization in Sheared Granular Materials-Reference-Cited by-同舟云学术

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Micro Shear Bands: Precursor for Strain Localization in Sheared Granular Materials

Published:2019-02 Issue:2 Volume:145 Page:04018104
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Amirrahmat Siavash¹,Druckrey Andrew M.²,Alshibli Khalid A.³,Al-Raoush Riyadh I.⁴

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 325 John Tickle Building, Knoxville, TN 37996.

2. Engineer, VPD-Machine Performance Analysis, Caterpillar, Inc., 140009 Old Galena Rd., Peoria, IL 61552.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 325 John Tickle Building, Knoxville, TN 37996 (corresponding author).

4. Associate Professor, Dept. of Civil and Architectural Engineering, Qatar Univ., Doha, Qatar.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001989

Reference32 articles.

1. Quantifying Morphology of Sands Using 3D Imaging

2. Experimental investigation of slip-stick behaviour in granular materials

3. Modelling strain localization in granular materials using micropolar theory: numerical implementation and verification

4. Influence of Particle Morphology on 3D Kinematic Behavior and Strain Localization of Sheared Sand

5. Experimental micromechanics: grain-scale observation of sand deformation

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1. Subgraph centrality: A complex network metric to characterize the contact network between sheared sand particles;Computers and Geotechnics;2024-05

2. Strain localization in the standard triaxial tests of granular materials: Insights into meso‐ and macro‐scale behaviours;International Journal for Numerical and Analytical Methods in Geomechanics;2024-01-09

3. Understanding the interplay between particle shape, grading and sample density on the behaviour of granular assemblies: A DEM approach;Granular Matter;2024-01-05

4. Characterisation of the heterogeneity of a sand specimen in triaxial compression using x-ray CT and representative elementary volumes;E3S Web of Conferences;2024

5. Failure Mechanisms of Shear Zones in an Undisturbed Residual Soil by SEM Image Analysis;Geotechnical and Geological Engineering;2023-11-17

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