AbstractAsphalt road–pavements are sensitive to water ingress, which degrades the bitumen to aggregate adhesion, promoting failure. The effects of water on a range of asphalt systems have been quantified using peel tests. The bitumen binder on an aluminium backing was peeled from the aggregate fixed arm and the fracture energy was determined. In dry conditions, failure was cohesive within the bitumen, but became mainly interfacial between the bitumen and aggregate after immersion in water. The effect of water on the adhesion of bitumen to three aggregates (limestone, marble and granite) was evaluated. Acidic aggregates (granite) showed a greater loss of adhesion than basic aggregates (limestone and marble) under wet conditions. The porosity...
A common manifestation of moisture-induced damage in asphalt mixtures is the loss of adhesion at the...
Water related damage in bituminous pavements is a major distress form in any road design. One of the...
Asphalt mixtures often fail due to poor interaction between mineral aggregate and bituminous binder....
AbstractAsphalt road–pavements are sensitive to water ingress, which degrades the bitumen to aggrega...
5Challenges concerning pavement engineering are nowadays mainly addressed to a low-cost and time-sav...
One of the most important aspects of asphalt pavement deterioration is the ingress of water in pavem...
Moisture damage of the asphalt mixture is defined as the loss of strength, stiffness and durability ...
The bond strength between asphalt and aggregate plays a fundamental role in evaluating the moisture...
Bitumens are used as a binder in roadway pavements largely because they are relatively inexpensive a...
Asphalt mix durability is one of the most important aspects if looking on longer lifetime of pavemen...
[Abstract:] The loss of adhesion is a major mechanism of physical distress in hot-mix asphalt (HMA) ...
The moisture-induced deterioration of asphalt mixture is because of the loss of adhesion at the aggr...
A number of researches have been done worldwide to evaluate the damage caused by water in bituminous...
Mineral aggregate constitute 95% of hot mix asphalt (HMA) by weight. Therefore, it contributes sign...
Two moisture damage models based on major moisture failure mechanisms are proposed. The adhesion fai...
A common manifestation of moisture-induced damage in asphalt mixtures is the loss of adhesion at the...
Water related damage in bituminous pavements is a major distress form in any road design. One of the...
Asphalt mixtures often fail due to poor interaction between mineral aggregate and bituminous binder....
AbstractAsphalt road–pavements are sensitive to water ingress, which degrades the bitumen to aggrega...
5Challenges concerning pavement engineering are nowadays mainly addressed to a low-cost and time-sav...
One of the most important aspects of asphalt pavement deterioration is the ingress of water in pavem...
Moisture damage of the asphalt mixture is defined as the loss of strength, stiffness and durability ...
The bond strength between asphalt and aggregate plays a fundamental role in evaluating the moisture...
Bitumens are used as a binder in roadway pavements largely because they are relatively inexpensive a...
Asphalt mix durability is one of the most important aspects if looking on longer lifetime of pavemen...
[Abstract:] The loss of adhesion is a major mechanism of physical distress in hot-mix asphalt (HMA) ...
The moisture-induced deterioration of asphalt mixture is because of the loss of adhesion at the aggr...
A number of researches have been done worldwide to evaluate the damage caused by water in bituminous...
Mineral aggregate constitute 95% of hot mix asphalt (HMA) by weight. Therefore, it contributes sign...
Two moisture damage models based on major moisture failure mechanisms are proposed. The adhesion fai...
A common manifestation of moisture-induced damage in asphalt mixtures is the loss of adhesion at the...
Water related damage in bituminous pavements is a major distress form in any road design. One of the...
Asphalt mixtures often fail due to poor interaction between mineral aggregate and bituminous binder....