Abstract

One of the main drawbacks of crumb rubber modified bitumen (CRMB) is the storage stability issue. The storage instability of CRMB impedes its further application. This study aims to develop a robust methodology to evaluate the storage stability of CRMB binders using both mechanical and morphological tests. The effects of rubber contents (0, 5%, 10%, 15%, 22% by weight of bitumen) and different non-foaming warm-mix additives (wax-based and chemical-based additives) on the storage stability of CRMB were investigated. Laboratory tests were also performed on the constituents of CRMB to have a deep understanding of the mechanism of storage instability. Standard tube separation tests were conducted on different binders. Both rheological tests and X-ray computed tomography (CT) scan tests were performed on the binder samples collected from different parts of the tube test. Separation indices were developed based on the difference in mechanical property and rubber content from the tube samples respectively. Results show that CRMB with a higher rubber content is more storage stable than that with a lower rubber content. The addition of warm-mix additives is detrimental to the storage stability of the studied CRMB. Rheological tests were performed on the individual constituents of CRMB (i.e., bitumen phase and rubber phase) to understand better the dynamic asymmetry potentially existing within the unstable CRMB binder. Results show that the residual bitumen becomes stiffer while the swollen rubber becomes softer after interaction because of the preferential absorption of light components of bitumen by rubber. The dynamic asymmetry existing between the bitumen phase and the rubber phase of CRMB results in storage instability. When the bitumen phase has similar dynamic properties as the rubber phase, the resulted binder system will be stable. It is possible to manipulate raw material properties and interaction conditions to achieve the desired crossover between two phases of CRMB and hence obtain a storage-stable CRMB blend.

Highlights

  • How to appropriately treat and dispose end-of-life tires (ELTs) has been a concern for many years

  • Images obtained from fluorescence microscope (FM) allows direct and rapid visualization of the relative amount and morphology of both polymer-rich phase and bitumen-rich phase based on their different UV excitation responses [10]

  • This study investigated the effects of rubber content and warmmix additives on the storage stability of crumb rubber modified bitumen (CRMB) binders and explored the dynamic asymmetry between the bitumen-rich phase and the rubber-rich phase

Read more

Summary

Introduction

How to appropriately treat and dispose end-of-life tires (ELTs) has been a concern for many years. A possible solution in civil engineering is to incorporate crumb rubber modifiers (CRMs) produced from ELTs into bitumen and use the modified binder as a new pav-. The typical wet process used for bitumen modification is achieved by mixing bitumen and CRMs at 160–220 °C for a predetermined duration [3]. During this process, rubber particles are swollen to due to absorption of light fractions of bitumen. The interaction between bitumen and rubber has great effects on the property development of crumb rubber modified bitumen (CRMB).

Objectives
Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call