Modeling Nonlinear Anisotropic Elastic Properties of Unbound Granular Bases Using Microstructure Distribution Tensors-Reference-Cited by-同舟云学术

Modeling Nonlinear Anisotropic Elastic Properties of Unbound Granular Bases Using Microstructure Distribution Tensors

Published:2004-12 Issue:4 Volume:4 Page:254-263
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Masad Eyad¹,Little Dallas²,Lytton Robert²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3135 (corresponding author).

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A4%28254%29

Reference30 articles.

1. Adu-Osei A. Little D. and Lytton R. ( 2000). “Structural characterization of unbound aggregate bases to meet AASHTO 2002 design requirements.” Res. Rep. No. ICAR-502-1 Aggregate Foundation for Technology Research and Education.

2. Observations on stress-force-fabric relationships in idealized granular materials

3. Initial moduli of particulated mass with frictional contacts

4. Micromechanics Modeling for Stress‐Strain Behavior of Granular Soils. II: Evaluation

5. A Micromechanical Description of Granular Material Behavior

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