Effect of expanded vermiculite on aging properties of bitumen

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Abstract

Expanded vermiculite (EVMT) clays modified bitumen was prepared by using EVMT, cetyltrimethyl ammonium bromide (CTAB)–EVMT and octadecyl dimethyl benzyl ammonium chloride (ODBA)–EVMT as modifiers. The morphology characteristic of the modified bitumen was investigated by X-ray diffraction (XRD). The binders were aged by pressure aging vessel (PAV), situ thermal aging and ultraviolet (UV) radiation. The phase-separated structure is observed in EVMT modified bitumen, while CTAB–EVMT and ODBA–EVMT modified bitumen form the intercalated and exfoliated nanostructure, respectively. The mass change rate, viscosity aging index and softening point increment of the binders can be effectively decreased after PAV simulation and situ thermal aging. The improved aging resistance of the binders after thermo-oxidative aging (PAV simulation and situ thermal aging) is more obvious than that after UV aging. Compared with EVMT, organic expanded vermiculites (OEVMTs) have more pronounced improvements in aging resistance of bitumen. In addition, the morphology and aging resistance of OEVMTs modified bitumen depend on the nature of the organic modifiers in OEVMTs.

Highlights

► Expanded vermiculite (EVMT) clays modified bitumen was prepared by using EVMT, CTAB-EVMT and ODBA-EVMT as modifiers. ► EVMT, CTAB-EVMT and ODBA-EVMT modified bitumen form the phase-separated, intercalated and exfoliated nanostructure, respectively. ► The mass change rate, viscosity aging index and softening point increment of the binders can be effectively decreased after aging. ► The morphology and aging resistance of EVMT modified bitumen depend on the nature of the organic modifiers in EVMT.

Introduction

Bitumen is a petroleum material composed of mixture of various organic chemical compounds [1]. It has been widely used as the binder of aggregate in road pavement due to its good viscoelastic properties [2]. However, the increasing demands of traffic on road building materials in recent years have resulted in a search for binders with improved performance relative to normal penetration grade bitumen. Consequently, more and more modified bitumen is used in road pavement [3]. For more than 15 years, polymer/layered silicate nanocomposites have attracted great interest from many researchers. The main layered silicates include montmorillonite (MMT), rectorite, vermiculite (VMT) and kaolinite clay. It has been found that the addition of clay with tiny amounts (usually less then 5 wt%) and its ultimate dispersion as 1 nm-thick nanolayers in a polymer matrix allow many properties, such as stiffness, fire resistance, fluid and gas barrier properties,… to be increased [4]. However, the interlayers of layered silicate are hydrophilic, and the interlayer spacing is small. This makes the polymer chains insertion into its interlayers difficult [5]. To increase the ease of insertion, layered silicate is commonly exchanged with organic cations, particularly alkylammonium ions, making the layered silicate become lipophilic, and the interlayer spacing is enlarged. This results in easy insertion [6], [7]. It has been found that the nature of the organic modifiers has an obvious effect on the morphology and properties of the nanocomposites [4], [8].

Recently, layered silicates have been used to modify bitumen. More attention of the researchers has been paid to MMT modified bitumen. It has been found that physical properties, rheological behaviors and aging resistance of bitumen and polymer modified bitumen could be obviously improved due to barrier properties of MMT [9], [10], [11], [12]. Like MMT, VMT is a mica-type silicate, belongs to the general family of 2:1 layered silicates. Each layer consists of octahedrally coordinated cations (typically Mg, Al and Fe) sandwiched by tetrahedrally coordinated cations (typically Si and Al). The isomorphous substitution of Si4+ by Al3+ leads to a net negative surface charge that is compensated by an interlayer of exchangeable hydrated cations (Ca2+, Mg2+, Cu2+, Na+) [13]. When pristine VMT flakes are strongly heated at high temperature (about 900 °C) during a short period of time, the water situated between layers is quickly converted into steams, exerting a disruptive effect upon the structure. As a consequence, a highly porous material named expanded vermiculite (EVMT) is formed and it is an efficient thermal insulator [14]. Recently, EVMT has been widely used for the modification of polymers. It was found that the mechanical properties and the thermal properties of the polymers were enhanced greatly with the introduction of EVMT [15]. Furthermore, the heat resistance and barrier properties of EVMT layers are more obvious than that of MMT due to its much higher aspect ratio [16]. However, there has no report about the preparation of the modified bitumen with VMT as well as the aging properties of the VMT modified bitumen till now.

This study aims at determining the effect of EVMT organic modification and organic modifiers on the morphology and aging properties of the bitumen.

Section snippets

Materials

The 60/80 pen grade bitumen was supported by SK Corp., Korea. The physical properties of the bitumen are listed in Table 1. EVMT, 300 mesh, was supplied by Jinli Mineral, Co., Ltd., Hebei, China. Organic expanded vermiculites (OEVMTs), CTAB–EVMT and ODBA–EVMT, an EVMT modified by cetyltrimethyl ammonium bromide (CTAB) and octadecyl dimethyl benzyl ammonium chloride (ODBA) (chemically pure, supplied by Tianjin Yuanhang Chemicals Co., Ltd., Tianjin, China.) as organic modifiers, respectively, were

X-ray diffraction

Fig. 1 shows the XRD patterns of EVMT and OEVMTs modified bitumen. It can be found that the diffraction peak for the EVMT modified bitumen is located at the same location as for EVMT, the corresponding d-spacing is 1.42 nm. This suggests that the bitumen chains have not intercalated into the interlayers of EVMT, and the EVMT modified bitumen may form a phase-separated structure. The interlayer spacing of CTAB–EVMT in modified bitumen is expanded from 5.28 nm to 5.83 nm. Therefore, it can be

Conclusions

This paper has shown to a large extent that EVMT clays can be effectively used as a modifier to improve the aging resistance of bitumen binders. Three different EVMT clays were used in this research – EVMT, CTAB–EVMT and ODBA–EVMT. The XRD indicate that EVMT modified bitumen may form a phase-separated structure, while CTAB–EVMT and ODBA–EVMT modified bitumen may form an intercalated and exfoliated nanostructure, respectively. The MCR, VAI and ΔS of the binders can be effectively decreased after

Acknowledgments

This work is partially supported by the National Natural Science Foundation of China (50773061). This work is also financially supported by “the Fundamental Research Funds for the Central Universities” (2010-YB-04). The authors gratefully acknowledge their financial support.

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