Skip to main navigation
Skip to search
Skip to main content
Illinois Experts Home
LOGIN & Help
Link opens in a new tab
Search content at Illinois Experts
Home
Profiles
Research units
Research & Scholarship
Datasets
Honors
Press/Media
Activities
Granular base moduli for mechanistic pavement design
Erol Tutumluer
, Marshall R. Thompson
Civil and Environmental Engineering
Research output
:
Contribution to conference
›
Paper
›
peer-review
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Granular base moduli for mechanistic pavement design'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Pavement Response
100%
Base Modulus
100%
Cross-anisotropic
100%
Granular Base
100%
Mechanistic Pavement Design
100%
Material Properties
50%
Poisson's Ratio
50%
Anisotropic Properties
50%
Deformation Measurement
50%
Material Model
50%
Granular Materials
50%
Stress Dependence
50%
Stiffness Change
50%
Sensitivity Analysis
50%
Shear Stiffness
50%
Response Variable
50%
Elastic Modulus Ratio
50%
Flexible Pavement
50%
Aggregate Base
50%
Lateral Deformation
50%
Boeing 777
50%
Repeated Load Triaxial Test
50%
Anisotropic Response
50%
Vertical Deformation
50%
Horizontal Stiffness
50%
Flexible Airfield Pavement
50%
Anisotropic Models
50%
Engineering
Anisotropic
100%
Pavement Design
100%
Pavement
50%
Poisson Ratio
25%
Material Model
25%
Aircraft
25%
Shear Stiffness
25%
Airport Pavement
25%
Lateral Deformation
25%
Horizontal Stiffness
25%
Modulus of Elasticity
25%
Material Science
Pavement
100%
Aircraft
25%
Elastic Moduli
25%
Poisson Ratio
25%
Granular Material
25%
Materials Property
25%