Evaluation of Low-Temperature Cracking Performance of Asphalt Pavements Using Acoustic Emission: A Review

被引:50
作者
Behnia, Behzad [1 ]
Buttlar, William [2 ]
Reis, Henrique [3 ]
机构
[1] Clarkson Univ, Dept Civil & Environm Engn, Potsdam, NY 13699 USA
[2] Univ Missouri, Dept Civil & Environm Engn, Columbia, MO 65211 USA
[3] Univ Illinois, Dept Ind & Enterprise Syst Engn, Urbana, IL 61801 USA
来源
APPLIED SCIENCES-BASEL | 2018年 / 8卷 / 02期
关键词
acoustic emission; thermal cracking; asphalt pavements; embrittlement temperatures; recycled asphalt pavements; recycled asphalt shingles; cooling cycles; THERMAL-CRACKING; MIXTURES; EMBRITTLEMENT; BINDER; CONCRETE;
D O I
10.3390/app8020306
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Low-temperature cracking is a major form of distress that can compromise the structural integrity of asphalt pavements located in cold regions. A review of an Acoustic Emission (AE)-based approach is presented that is capable of assessing the low-temperature cracking performance of asphalt binders and asphalt pavement materials through determining their embrittlement temperatures. A review of the background and fundamental aspects of the AE-based approach with a brief overview of its application to estimate low-temperature performance of unaged, short-term, and long-term aged binders, as well as asphalt materials, is presented. The application of asphalt pavements containing recycled asphalt pavement (RAP) and recycled asphalt shingles (RAS) materials to thermal cracking assessment is also presented and discussed. Using the Felicity effect, the approach is capable of evaluating the self-healing characteristics of asphalt pavements and the effect of cooling cycles upon their fracture behavior. Using an iterative AE source location technique, the approach is also used to evaluate the efficiency of rejuvenators, which can restore aged asphalt pavements to their original crack-resistant state. Results indicate that AE allows for relatively rapid and inexpensive characterization of pavement materials and can be used towards enhancing pavement sustainability and resiliency to thermal loading.
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页数:20
相关论文
共 54 条
[21]  
Buttlar W. G., 2011, 144 NCHRP IDEA
[22]  
Dave EV, 2011, J ASSOC ASPHALT PAV, V80, P193
[23]  
Dongre R., 1999, OVERVIEW DEV NEW LOW
[24]  
Geiger L., 1912, Bulletin of Saint Louis University, V8, P60
[25]  
Hellier C.J., 2001, Handbook of Nondestructive Evaluation
[26]  
Hesp ST, 2000, ASS ASPH PAVING TECH, V69, P540
[27]   Evaluation of low temperature viscoelastic properties and fracture behavior of bio-asphalt mixtures [J].
Hill, Brian ;
Oldham, Daniel ;
Behnia, Behzad ;
Fini, Elham H. ;
Buttlar, William G. ;
Reis, Henrique .
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2018, 19 (04) :362-369
[28]   Low-Temperature Performance Characterization of Biomodified Asphalt Mixtures That Contain Reclaimed Asphalt Pavement [J].
Hill, Brian ;
Oldham, Daniel ;
Behnia, Behzad ;
Fini, Elham H. ;
Buttlar, William G. ;
Reis, Henrique .
TRANSPORTATION RESEARCH RECORD, 2013, (2371) :49-57
[29]   Evaluation of Warm Mix Asphalt Mixtures Containing Reclaimed Asphalt Pavement through Mechanical Performance Tests and an Acoustic Emission Approach [J].
Hill, Brian ;
Behnia, Behzad ;
Buttlar, William G. ;
Reis, Henrique .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (12) :1887-1897
[30]   Evaluation of Low-Temperature Cracking Performance of Warm-Mix Asphalt Mixtures [J].
Hill, Brian ;
Behnia, Behzad ;
Hakimzadeh, Salman ;
Buttlar, William G. ;
Reis, Henrique .
TRANSPORTATION RESEARCH RECORD, 2012, (2294) :81-88