A constitutive study of two-phase materials part II. Maxwell binder

Computers and Geotechnics

Volumn 28, Issue 5, 2001, Pages 309-323

  Zhu, Han ^a   Rish III, Jeff W ^b   Batra, Shalu ^a  

^a Arizona State University   (United States)

^b NAVAL SURFACE WARFARE CENTER   (United States)

Author keywords

Asphall concrete; Composite; Inclusion particles; Matrix binder; Maxwell element; Visco elastic

Indexed keywords

COMPUTERS; ELASTICITY; STRAIN; STRESS ANALYSIS; VISCOELASTICITY;

CLASTIC BINDERS;

GEOTECHNICAL ENGINEERING;

ASPHALT; CONCRETE; PHYSICAL PROPERTY;

EID: 0034974086     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(01)00003-9     Document Type: Article

References (17)

1. Constitutive relation for two-phase particular materials. I: Elastic binder
2. Normal and tangential compliance for conformation binder contact: Elastic and visco-elastic binder
3. Viscoelastic behavior and analysis of composite materials
4. Analysis of composites materials - A survey
5. Formulation of stress-strain-time behavior of soils under deviatoric stress condition
6. Simulation of the behavior of asphalt concrete using discrete element methods
7. Creep characteristics of sands
8. Contact based analysis of asphalt pavement with the effect of aggregate angularity
9. Rheology of cold-recycled pavement materials using creep test
10. Application of uniform strain theory to heterogenous granular solids
11. Mix rheology-a tool for predicting the high temperature performance of hot mix asphalt
12. Application of the viscoelastic properties of asphalt concrete