Extension Of Stress-Based Finite Element Model Using Resilient Modulus Material Characterization To Develop A Theoretical Framework for Realistic Response Modeling of Flexible Pavements on Cohesive Subgrades.

Extension Of Stress-Based Finite Element Model Using Resilient Modulus Material Characterization To Develop A Theoretical Framework for Realistic Response Modeling of Flexible Pavements on Cohesive Subgrades.

Bibliographic Details
Main Author: Parris, Kadri
Language:English
Published: The Ohio State University / OhioLINK 2015
Subjects:
Civil Engineering
Transportation
Finite Element Modeling
Stress Based Model
Resilient Modulus
Pavement Design
MEPDG
AASHTO 1993 Design Guide
Material Characterization
ABAQUS 3D FEM
Online Access:http://rave.ohiolink.edu/etdc/view?acc_num=osu1437623013

Internet

http://rave.ohiolink.edu/etdc/view?acc_num=osu1437623013

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