Effects of water exposure on bitumen surface microstructure

被引:124
作者
Hung, Albert M. [1 ]
Goodwin, Adrian [1 ]
Fini, Elham H. [2 ]
机构
[1] North Carolina A&T State Univ, Innovat Ctr Mat Method & Management, 2907 E Gate City Blvd, Greensboro, NC 27401 USA
[2] North Carolina A&T State Univ, Dept Civil Architectural & Environm Engn, 1601 E Market St, Greensboro, NC 27411 USA
基金
美国国家科学基金会;
关键词
Asphalt; Bitumen; Moisture; Temperature; Atomic force microscopy; FTIR; Bee" structure; Wax; ATOMIC-FORCE MICROSCOPY; WARM MIX ASPHALT; MOISTURE DAMAGE; MORPHOLOGY; RHEOLOGY; BINDERS; AFM; EVOLUTION;
D O I
10.1016/j.conbuildmat.2017.01.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In applications such as asphalt pavement and roofing shingles, bituminous binder not only binds aggregate structure together but also acts as a waterproof sealant. However, moisture can still diffuse into the binder over time, reducing binder adhesion to aggregate or causing other changes that increase asphalt susceptibility to further water damage. Accordingly, this paper investigates the effects of water exposure at elevated temperature or extended duration on bituminous asphalt binder. Atomic force microscopy (AFM) images of bitumen samples exposed to water at ambient temperature showed "nano-bumps" appearing on characteristic "bee" structures on the bitumen surface, and Fourier transform infrared spectroscopy (FTIR) showed an enrichment of polar compounds at the surface due to water exposure. The nano-bumps are hypothesized to be para phase resin absorbing water and seeping up from underneath the "bee" structure through pinhole defects. At elevated temperature under water, the chemical and structural evolution accelerated, and new "aqueous peri phase" features appeared on the surface that were similar to but independent of the original "bee" structures. The results are important for furthering understanding of the aging process in bitumen under environmental exposure and the relation between composition and performance properties. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:682 / 688
页数:7
相关论文
共 48 条
[11]   High temperature AFM study of CAP 30/45 pen grade bitumen [J].
De Moraes, M. B. ;
Pereira, R. B. ;
Simao, R. A. ;
Leite, L. F. M. .
JOURNAL OF MICROSCOPY, 2010, 239 (01) :46-53
[12]   Newly observed effects of water on the microstructures of bitumen surface [J].
dos Santos, Salome ;
Partl, Manfred N. ;
Poulikakos, Lily D. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 71 :618-627
[13]  
Fini E.H., 2015, PET ASPH RES C LAR W
[14]   Response of the microstructure of bitumen upon stress-damage initiation and recovery [J].
Fischer, Hartmut R. ;
Dillingh, Bert .
ROAD MATERIALS AND PAVEMENT DESIGN, 2015, 16 (01) :31-45
[15]   On the microstructure of bituminous binders [J].
Fischer, Hartmut R. ;
Dillingh, E. C. ;
Hermse, C. G. M. .
ROAD MATERIALS AND PAVEMENT DESIGN, 2014, 15 (01) :1-15
[16]   Growth and form of spherulites -: art. no. 011605 [J].
Gránásy, L ;
Pusztai, T ;
Tegze, G ;
Warren, JA ;
Douglas, JF .
PHYSICAL REVIEW E, 2005, 72 (01)
[17]  
Griffiths P.R., 2006, FOURIER TRANSFORM IN
[18]   Particle size effect of crumb rubber on rheology and morphology of asphalt binders with long-term aging [J].
Huang, Shin-Che ;
Pauli, Adam T. .
ROAD MATERIALS AND PAVEMENT DESIGN, 2008, 9 (01) :73-95
[19]   AFM study of asphalt binder "bee" structures: origin, mechanical fracture, topological evolution, and experimental artifacts [J].
Hung, Albert M. ;
Fini, Elham H. .
RSC ADVANCES, 2015, 5 (117) :96972-96982
[20]  
Israelachvili JN, 2011, INTERMOLECULAR AND SURFACE FORCES, 3RD EDITION, P1