TY - JOUR
T1 - Atomistic modelling of moisture sensitivity
T2 - a damage mechanisms study of asphalt concrete interfaces
AU - Lu, Yang
AU - Wang, Linbing
N1 - Publisher Copyright:
© 2017 Informa UK Limited, trading as Taylor & Francis Group.
PY - 2017/7/10
Y1 - 2017/7/10
N2 - Moisture-induced damage mechanisms are characterised by adhesive bond strength reduction at the aggregate–asphalt interfaces. This research examined the physicochemical phenomena that occur at the asphalt–aggregate interfaces, as well as the nanoscale effect of water molecules on the asphalt–aggregate bond using atomistic simulations. The moisture sensitivity behaviour of model asphalt, water molecules, and mineral aggregates of various components was evaluated. Steered molecular dynamics was used to study the interfacial atomic separation under dry and wet conditions. The effect of water on the bond strength between asphalt and aggregate was described through surface free energy studies. It was found that the adhesion and stripping behaviours between asphalt and aggregate were more strongly influenced by the aggregate chemistry and properties than those of the asphalt. The adhesion of different asphalt–aggregate pairs and their susceptibility to water were also validated by available experimental results and pavement engineering observations. This work provides an insight into the orientation and interaction of asphalt molecules in the wet interfaces.
AB - Moisture-induced damage mechanisms are characterised by adhesive bond strength reduction at the aggregate–asphalt interfaces. This research examined the physicochemical phenomena that occur at the asphalt–aggregate interfaces, as well as the nanoscale effect of water molecules on the asphalt–aggregate bond using atomistic simulations. The moisture sensitivity behaviour of model asphalt, water molecules, and mineral aggregates of various components was evaluated. Steered molecular dynamics was used to study the interfacial atomic separation under dry and wet conditions. The effect of water on the bond strength between asphalt and aggregate was described through surface free energy studies. It was found that the adhesion and stripping behaviours between asphalt and aggregate were more strongly influenced by the aggregate chemistry and properties than those of the asphalt. The adhesion of different asphalt–aggregate pairs and their susceptibility to water were also validated by available experimental results and pavement engineering observations. This work provides an insight into the orientation and interaction of asphalt molecules in the wet interfaces.
KW - asphalt binder
KW - force field
KW - interface moisture sensitivity
KW - molecular modelling
KW - transmission electron spectroscopy
UR - http://www.scopus.com/inward/record.url?scp=85019661627&partnerID=8YFLogxK
U2 - 10.1080/14680629.2017.1329875
DO - 10.1080/14680629.2017.1329875
M3 - Article
AN - SCOPUS:85019661627
SN - 1468-0629
VL - 18
SP - 200
EP - 214
JO - Road Materials and Pavement Design
JF - Road Materials and Pavement Design
ER -