Quantification of Doublet Vector Distribution of Granular Materials
Author:
Affiliation:
1. JFAP Asst. Prof., Dept. of Civ. and Envir. Engrg., Louisiana State Univ. and Southern Univ., Baton Rouge, LA 70803-6405.
2. Prof., School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332.
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%3A7%28720%29
Reference40 articles.
1. Arthur J. R. F. Dunstan T. Al-Ani Q. A. J. and Assadi A. ( 1977). “Plastic deformation and failure in granular media.” Géotechnique London 27(1) 53–74.
2. Bagi K. ( 1996). “Stress and strain in granular assemblies.” Mech. of Mat. Amsterdam North-Holland 22 165–177.
3. Bardet J. P. ( 1994). “Observations on the effects of particle rotations on the failure of idealized granular materials.” Mech. of Mat. Amsterdam North-Holland 18 159–182.
4. Borja R. I. and Wren J. R. ( 1995). “Micromechanics of granular media. Part I: Generation of overall constitutive equation for assemblies of circular disks.” Comput. Methods Appl. Mech. Engrg. 127 13–36.
5. Chang C. S. and Gao J. ( 1996). “Kinematic and static hypotheses for constitutive modeling of granulates considering particle rotation.” Acta Mechanica 115 213–229.
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