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A microstructure-based viscoplastic model for asphalt concrete
Laith Tashman
*
,
Eyad Masad
, Dallas Little
, Hussein Zbib
*
Corresponding author for this work
Washington State University
Texas A&M University
Research output
:
Contribution to journal
›
Article
›
peer-review
117
Citations (Scopus)
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Keyphrases
Microstructure Tensor
100%
Void Growth
50%
Strain Rate Dependence
50%
Friction Anisotropy
50%
Compressive Strength Test
50%
Triaxial Compressive Strength
50%
Aggregate Orientation
50%
Material Anisotropy
50%
Engineering
Compression Strength
50%
Void Growth
50%
Load Limits
50%
Compressive Strength
50%
Material Anisotropy
50%
Material Science
Void Growth
50%