Improved Adhesion Bond between Asphalt Binder-Aggregate as Indicator to Reduced Moisture Damage

Abstract

Improving the adhesion bonding strength between asphalt-aggregate combinations has a significant influence on the field performance and durability of asphalt pavement and minimizing the moisture damage that can appear in form of losing adhesion in asphalt-aggregate system by using modifiers will increase the service life of pavements. The work of adhesion, de-bonding work, wettability and energy ratios were estimated based on surface free energy theory to evaluate the potential moisture-induced damage of combinations of pure and modified asphalt binders by (Styrene–Butadiene Styrene (SBS), Butyl Rubber (BR), and anti-stripping agent BG plus) with different types of aggregate. The sessile drop method is used to determine the components of the surface energy of different aggregate and asphalt binder types by performing direct contact angle measurements. The experimental results showed that in general, the addition of SBS and BR modifiers will increase adhesion work and decrease de-bonding work and decrease ER2 and wettability for both types of asphalt binders and aggregates while the addition of an anti-stripping agent (BG plus) caused a reduction in adhesion work and de-bonding work and increase ER2 and wettability between the asphalt binder and aggregate surface and that will provide a better possible aggregate-asphalt binder bond strength and asphalt mixture’s resistance to moisture-induced damage.

Understanding the Effects of Plastic Fines as a Bitumen Modifier on the Performance Properties of Hot Mix Asphalt

“…Blends with 6% and 9% IWPD achieved the highest TSR of 81%, indicating significant moisture damage resistance, meeting super-pave standards. Beyond 6% IWPD, marginal TSR differences are observed, attributed to increased viscosity and improved asphalt-aggregate adhesion, reducing moisture susceptibility [30].…”

“…Blends with 6% and 9% IWPD achieved the highest TSR of 81%, indicating significant moisture damage resistance, meeting super-pave standards. Beyond 6% IWPD, marginal TSR differences are observed, a ributed to increased viscosity and improved asphalt-aggregate adhesion, reducing moisture susceptibility [30]. Tensile strength ratio (TSR), assessing moisture damage resistance, was calculated using the ratio of conditioned (wet) to unconditioned (dry) indirect tensile strength according to Equation (2).…”

Adhesion Characterization of Palm Oil Mill Sludge Modified Asphalt Binder

“…In general, adhesion between aggregates and asphalt binder depends on the chemical nature or the source of the asphalt binder and the physical properties of aggregate [1]. The appropriate modifiers are essential to ensure the strong adhesion (bonding) of asphalt binder to the aggregate surface [2]. Natural resources are rapidly depleted in recent years due to the massive amounts of total materials…”