Civil Engineering ETDs
Publication Date
Fall 12-16-2023
Abstract
Asphalt Concrete (AC) is a cross-anisotropic viscoelastic material. This study has developed a methodology to backcalculate the cross-anisotropic properties of the AC layer from the Falling Weight Deflectometer (FWD) sensor and pavement response data from embedded sensors inside a pavement section. This study has also developed a two-way coupled Multiscale Finite Element Model (MsFEM) with Phase Field Fracture (PFF) to study the microstructural heterogeneity and damage of the AC layer based on the actual field loadings. A Finite Difference Time Domain (FDTD) and Machine learning-based backcalculation algorithm were developed to determine the layer thickness and dielectric constant from air-coupled Ground Penetrating Radar (GPR) data. Using the developed methodologies and algorithms, it is possible to determine the in-situ cross- anisotropic viscoelastic properties of AC using non-destructive tests, determine the increment of strain at the microstructure RVE compared to the macroscale AC, and accurately predict the thickness of the AC layer.
Keywords
Asphalt Concrete, Viscoelasticity, Heterogeneity, Finite Element Model, FWD, GPR
Document Type
Dissertation
Language
English
Degree Name
Civil Engineering
Level of Degree
Doctoral
Department Name
Civil Engineering
First Committee Member (Chair)
Rafiqul A Tarefder
Second Committee Member
Tang-Tat Ng
Third Committee Member
Yu-Lin Shen
Fourth Committee Member
Fernando Moreu
Recommended Citation
Khan, Zafrul Hakim. "Modeling of Asphalt Concrete for Cross-Anisotropic Visco-Elasticity and Heterogeneity." (2023). https://digitalrepository.unm.edu/ce_etds/320
Included in
Civil Engineering Commons, Computer-Aided Engineering and Design Commons, Engineering Mechanics Commons, Geotechnical Engineering Commons, Polymer and Organic Materials Commons