Results 41 to 50 of about 3,453 (174)
Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.This study systematically investigates the influence of various material and soil property inputs on the mechanistic‐empirical (ME) design of flexible pavements, utilizing the AASHTOWare Pavement ME Design software. An experimental design framework, specifically the Plackett–Burman design, was employed to analyze the effects of eleven critical ...
Neamah Suwaidan Adwez +3 more
wiley +1 more source
Advances in Civil Engineering, 2022 Mineral fillers and different aggregate gradations have a great effect on the mechanical property of asphalt concrete pavements. In this research, the effect of nonconventional material so-called Belessa kaolin and Superpave gradation on marshal ...
Amanuel Tamiru +2 more
doaj +1 more source
Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.Climate change is increasing the frequency and intensity of extreme weather events, posing challenges to the durability of asphalt road pavement systems. Incorporating waste plastics, such as polyethylene terephthalate (PET), into asphalt mixtures has been proposed as a potential approach to reduce bitumen demand and modify mechanical performance ...
K. Kan +5 more
wiley +1 more source
Evalution of Hot Mix Asphalt Moisture Sensitivity Using the Nottingham Asphalt Test Equipment, July 2005 [PDF]
, 2005 Moisture sensitivity of Hot Mix Asphalt (HMA) mixtures, generally called stripping, is a major form of distress in asphalt concrete pavement. It is characterized by the loss of adhesive bond between the asphalt binder and the aggregate (a failure of the ...
core
Evaluation of 4.75 mm Superpave mix criteria for West Virginia [PDF]
, 2003 The purpose of this research was to evaluate design parameters for 4.75 mm nominal maximum aggregate size mixes, NMAS, in West Virginia. This research was divided in two phases.
Diazgranados Diaz, David
core +1 more source
Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.The dynamic modulus (|E∗|) is the key parameter to characterize the viscoelastic behavior of asphalt mixtures, making it an essential component of the mechanistic‐empirical pavement design guide (MEPDG). However, direct laboratory measurement of |E∗| is time‐consuming and costly, motivating the development of reliable predictive models.
Ali Reza Ghanizadeh +4 more
wiley +1 more source
Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 12, Page 1652-1674, 9 May 2025.Abstract The longevity of porous asphalt pavement is inevitably compromised by the clogging of voids by various particles, leading to a degradation in its drainage function. Numerical simulations with real pore structures were used to investigate the clogging behavior of porous asphalt concrete (PAC) to clearly and intuitively understand its void ...
Bo Li +5 more
wiley +1 more source
Effects of superpave specifies aggregate gradation on marshall mix parameters
, 2008 The purpose of this study is to evaluate the effect of the Superpave aggregate gradation on Marshall Parameters. The Superpave Specifies aggregate gradation was used to select aggregate gradation as such blending of available aggregate was carried out ...
Fernando, PRD
core +1 more source
Mapping Temperature Zone of Ethiopia for Binder Performance Grading System
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Several studies from the Strategic Highway Research Program (SHRP) have demonstrated that improving asphalt binder standards by incorporating performance‐based characteristics can benefit road network administrators. This approach provides a better understanding of pavement behavior during its operational phase.
Mahlet G. Mihretu +2 more
wiley +1 more source
Evaluation of Hot Mix Asphalt Moisture Sensitivity Using the Nottingham Asphalt Test Equipment;TR-483, July 2005 [PDF]
, 2005 Moisture sensitivity of Hot Mix Asphalt (HMA) mixtures, generally called stripping, is a major form of distress in asphalt concrete pavement. It is characterized by the loss of adhesive bond between the asphalt binder and the aggregate (a failure of the ...
core