The primary objective of this study is to develop a simplified Hot Mix Asphalt (HMA) dynamic modulus (|E*|) prediction model with fewer input variables compared to the existing regression based models without compromising prediction accuracy. ANN-based prediction models were developed using the latest comprehensive |E*| database that is available to the researchers containing 7,400 data points from 346 HMA mixtures. The ANN model predictions were compared with the existing regression-based prediction models which are included in the latest Mechanistic-Empirical Pavement Design Guide (MEPDG). The ANN based |E*| models show significantly higher prediction accuracy compared to the existing regression models although they require relatively few...
The NCHRP Project 1-37A Guide for Mechanistic–Empirical Design of New and Rehabilitated Pavement St...
The most important hot-mix asphalt (HMA) property influencing the structural response of a flexible ...
Understanding stress-strain behavior of asphalt pavement under repetitive traffic loading is of crit...
This paper describes an innovative approach related to the development of a new hot mix asphalt (HMA...
Various models have been developed over the past several decades to predict the dynamic modulus /E*/...
The dynamic modulus of hot mix asphalt (HMA) is a fundamental material property that defines the str...
As part of asphalt mix design for flexible airfield pavements, the Federal Aviation Administration (...
The difference between hot-mix asphalt (HMA) containing recycled asphalt shingles (RAS) and virgin H...
Dynamic modulus (|E*|) is a crucial engineering property used to determine the performance and stiff...
This paper explores the feasibility of applying support vector regression (SVR) kernel-based supervi...
This study compares laboratory dynamic modulus value of Superpave mixes with the dynamic modulus obt...
The present paper discusses the analysis and modeling of laboratory data regarding the mechanical c...
Dynamic modulus is a key evaluation index of the high-modulus asphalt mixture, but it is relatively ...
The release of the AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG) increased the importan...
The oscillation of asphalt mix composition on a daily basis significantly affects the achieved prope...
The NCHRP Project 1-37A Guide for Mechanistic–Empirical Design of New and Rehabilitated Pavement St...
The most important hot-mix asphalt (HMA) property influencing the structural response of a flexible ...
Understanding stress-strain behavior of asphalt pavement under repetitive traffic loading is of crit...
This paper describes an innovative approach related to the development of a new hot mix asphalt (HMA...
Various models have been developed over the past several decades to predict the dynamic modulus /E*/...
The dynamic modulus of hot mix asphalt (HMA) is a fundamental material property that defines the str...
As part of asphalt mix design for flexible airfield pavements, the Federal Aviation Administration (...
The difference between hot-mix asphalt (HMA) containing recycled asphalt shingles (RAS) and virgin H...
Dynamic modulus (|E*|) is a crucial engineering property used to determine the performance and stiff...
This paper explores the feasibility of applying support vector regression (SVR) kernel-based supervi...
This study compares laboratory dynamic modulus value of Superpave mixes with the dynamic modulus obt...
The present paper discusses the analysis and modeling of laboratory data regarding the mechanical c...
Dynamic modulus is a key evaluation index of the high-modulus asphalt mixture, but it is relatively ...
The release of the AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG) increased the importan...
The oscillation of asphalt mix composition on a daily basis significantly affects the achieved prope...
The NCHRP Project 1-37A Guide for Mechanistic–Empirical Design of New and Rehabilitated Pavement St...
The most important hot-mix asphalt (HMA) property influencing the structural response of a flexible ...
Understanding stress-strain behavior of asphalt pavement under repetitive traffic loading is of crit...