Abstract

With the aim to understand the effect of thermal condition on phase separation in polymer-modified bitumen (PMB), this paper numerically investigates four PMB binders under five thermal conditions between 140 and 180 °C. Based on a phase-field model previously developed by the authors for PMB phase separation, the updated model presented in this paper uses temperature-dependent parameters in order to approach the concerned temperature range, including mobility coefficients, interaction and dilution parameters. The model is implemented in a finite element software package and calibrated with the experimental observations of the four PMBs. The experimental results are well reproduced by the model, and it is thus believed that the calibrated parameters can represent the four PMBs. The simulation results indicate that the model proposed in this paper is capable of capturing the stability differences among the four PMBs and their distinct microstructures at different temperatures. Due to the transition of some PMBs from the thermodynamically stable state at 180 °C to the unstable state at 140 °C, a homogenization process may occur during the cooling applied numerically. After the transition, the PMBs start to separate into two phases and gradually form the binary structures controlled by the temperature. It is indicated that the cooling rate slightly affects the final pattern of the PMB binary microstructure, although the process can be more complicated in reality due to the potential dynamic reasons.

Highlights

  • In order to balance the life-cycle cost and service performance of roads, polymer-modified bitumen (PMB) has been used as a high-performance material in many cases of road construction and maintenance [1,2,3,4,5]

  • Aiming to understand the temperature dependency of PMB phase separation behaviour, this paper numerically investigates four PMB binders under five thermal conditions between 180 and 140 °C

  • The experimental results are well reproduced by the model, and it is believed that the calibrated parameters can represent the four PMBs

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Summary

Introduction

In order to balance the life-cycle cost and service performance of roads, polymer-modified bitumen (PMB) has been used as a high-performance material in many cases of road construction and maintenance [1,2,3,4,5]. This paper uses a simple linear dependency for the dilution parameter, such that z 1⁄4 kT þ c; ð7Þ where k and c are constants It has been indicated in [14] that the above-described model is capable of reproducing the phase separation behaviour of PMBs observed experimentally at the storage temperature (180 °C). At 140 °C, PMB2 and PMB3 have interaction parameters greater than 2.0 according to Fig. 4 This results in the double wells on their free energy curves and causes their phase separations under Therm.Cond.. Among Therm.Cond. and 3, PMB1 and PMB4 show different effects of the temperature on the changing rate of the polymer swelling ratio at the beginning stage This might depend on their different material property parameters. The numerical simulation results in the previous sections have indicated the phase separation behaviour of PMB2

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