Fabric Evolution of Ellipsoidal Arrays with Different Particle Shapes-Reference-Cited by-同舟云学术

Fabric Evolution of Ellipsoidal Arrays with Different Particle Shapes

Published:2001-10 Issue:10 Volume:127 Page:994-999
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ng Tang-Tat¹²

Affiliation:

1. Member, ASCE

2. Prof., Dept. of Civ. Engrg., Univ. of New Mexico, Albuquerque, NM 87131-1351. E-mail: tang@unm.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A10%28994%29

Reference18 articles.

1. Arulmoli K. and Arulanadan K. ( 1994). “Review of an electrical method for evaluation of stress ratio required to cause liquefaction and dynamic modulus.” Dynamic geotechnical testing II STP 1213 Ebelhar et al. eds. ASTM West Conshohocken Pa. 118–133.

2. Chang C. S. Chao S. J. and Chang Y. ( 1995). “Estimates of elastic moduli for granular material with anisotropic random packing structure.” Int. J. Solids and Struct. 32(14) 1989–2008.

3. Cundall P. A. and Strack O. L. ( 1979). “A discrete numerical model for granular assemblies.” Géotechnique London 29(1) 47–65.

4. Dobry R. and Ng T.-T. ( 1992). “Discrete modeling of stress-strain behavior of media at small and large strain.” Engrg. Computations Swansea Wales 9 129–143.

5. Kuo C.-Y. and Frost J. D. ( 1997). “Initial fabric and uniformity of a sand specimen—An image analysis approach.” Mechanics of deformation and flow of particulate materials 214–227.

Cited by 46 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Simulation of the deformable lateral boundaries in biaxial test using DEM;Particuology;2024-05

2. The Sensitivity of Micro—Macro Mechanical Behaviour of Sand to the Inter-Particle Properties;Geotechnics;2023-05-21

3. Influence of depositional fabric on mechanical properties of naturally deposited sands;Géotechnique;2022-06-07

4. DEM studies on the effect of particle breakage on the critical state behaviours of granular soils under undrained shear conditions;Acta Geotechnica;2022-05-16

5. An Introduction to the Geometrical Stability Index: A Fabric Quantity;Geotechnics;2022-03-25