True Triaxial Tests on Cross-Anisotropic Deposits of Fine Nevada Sand-Reference-Cited by-同舟云学术

True Triaxial Tests on Cross-Anisotropic Deposits of Fine Nevada Sand

Published:2013-12 Issue:6 Volume:13 Page:779-793
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Rodriguez Nina M.¹,Lade Poul V.²

Affiliation:

1. General Engineer, Dept. of the Navy, Naval Sea Systems Command 05C, Washington Navy Yard, Washington, DC 20376.

2. Professor, Dept. of Civil Engineering, Catholic Univ. of America, Washington, DC 20064 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000282

Reference26 articles.

1. Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress–Strain Behavior and Shear Banding

2. Arthur J. R. F. and Dunstan T. (1982). “Rupture layers in granular media.” Proc. IUTAM Symp. on Deformation and Failure of Granular Material P.A. Vermeer and H.J. Luger eds. Balkema Rotterdam Netherlands 453–459.

3. Plastic deformation and failure in granular media

4. Inherent anisotropy in a sand

Cited by 45 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. Strength and fabric anisotropy of granular materials under true triaxial configurations using DEM;Powder Technology;2024-10

2. Influence of intermediate principal stress and rolling resistance on the shearing response of sand: a micromechanical investigation;Computational Particle Mechanics;2024-06-24

3. Behaviour of the aeolian sands under true-triaxial conditions;Archives of Civil and Mechanical Engineering;2024-05-16

4. Macro- and micro-mechanical behavior of CSU-LRS-1 lunar soil simulant under true triaxial loading path;Granular Matter;2024-05-09

5. The Non-coaxiality and Fabric Evolution of Granular Materials in Mixed Load and Unload on Deviatoric Plane;2024-04-18