Time-dependent variation and mechanism of asphalt-aggregate interface features under
ultraviolet (UV) aging have not yet been illustrated. This study explored the time-dependent …

Over four decades, researchers have extensively focused on bonding flexible pavement
layers. Scholars have concentrated on the partial or complete lack of interlayer bonding …

The use of waste tires to prepare rubberized asphalt has been a hot trend in recent years,
and the characteristics of adhesion between rubberized asphalt and aggregates are …

Poor cracking resistance is a widely known concern of semi-flexible pavement (SFP).
However, most of the previous studies on SFP composite have focused on the crack …

Moisture damage is a main factor degrading the bonding performance between asphalt
binder and aggregate, playing adverse effects on the integrity of pavements, and thus …

Bonding strength between asphalt and aggregate is considered an important feature that
governs the future performance of flexible pavements. This study investigated five factors …

Strip** is detachment of aggregate from bitumen. Loss of adhesion is main reason for
strip**. Adhesion loss is principally due to the aggregate's affinity towards the water …

In recycled asphalt mixtures, the RAP binder often becomes stiff and brittle due to aging,
making it difficult to achieve a complete integration with the added virgin binder, which could …

Cracking in flexible pavements is one of the most prevalent forms of distress. Two types of
cracking ubiquitous to most regions are fatigue or alligator cracking, and thermal or low …

Bonding strength between asphalt binder and aggregate is one of the major factors
considered when develo** flexible pavements. This study considered five factors to …