A novel self-healing system: Towards a sustainable porous asphalt

被引:53
|
作者
Xu, S. [1 ]
Liu, X. [1 ]
Tabakovic, A. [1 ,2 ,3 ]
Schlangen, E. [1 ]
机构
[1] Delft Univ Technol, Civil Engn & Geosci, Delft 2628CN, Netherlands
[2] Technol Univ Dublin, Ctr Res Engn Surface Technol CREST, Dublin D08 CKP1, Ireland
[3] Univ Coll Dublin, Sch Civil Engn, Dublin D04 K3H4, Ireland
关键词
Self-healing asphalt; Induction heating; Capsules; Combined healing system; REJUVENATOR; CAPSULES; BITUMEN;
D O I
10.1016/j.jclepro.2020.120815
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Self-healing asphalt, aimed to produce a sustainable asphalt pavement using green technology, has been studied in the past two decades. Technologies including encapsulated rejuvenator and induction heating have been proposed, demonstrated in the laboratory, and gradually evaluated in field application. This paper looks into the synergy effect of the above two technologies, where induction heating serves as the asphalt damage repair mechanism, requiring just 2 min heating time and encapsulated rejuvenator will replenish (rejuvenate) aged asphalt binder and reinstate bitumen's healing ability. Moreover, the increased temperature from induction heating could in turn accelerate the diffusion process of rejuvenator into aged bitumen. In this paper, the healing efficiency of the combined healing system was tested in comparison with autonomous asphalt healing system, induction healing system and capsule healing system. Porous asphalt concrete with various healing systems were prepared and a laboratory ageing procedure was followed to simulate the condition when healing was needed (after years of serving). Xray computed tomography was employed to visualize the material composition and distribution inside of each healing systems. The properties of binder extracted from the porous asphalt samples were examined by dynamic shear rheometer. Indirect tensile strength and indirect tensile stiffness modulus tests were employed to characterize the mechanical properties of the porous asphalt samples with various healing systems. Finally, the cracking resistance of these healing systems was investigated by semicircular bending test, and the healing efficiency was evaluated using a bending and healing programme. The results indicated that the combined healing system, with synergistic effects of aged binder rejuvenation and crack healing, shows a longer life extension prospect over the other healing systems. (C) 2020 The Author(s). Published by Elsevier Ltd.
引用
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页数:10
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