|Table of Contents|

[1] Xue Yongchao, Qian Zhendong, Jia Wenbiao,. Design and evaluation of epoxy asphaltgeogrid stress-absorbing layer [J]. Journal of Southeast University (English Edition), 2016, 32 (1): 93-98. [doi:10.3969/j.issn.1003-7985.2016.01.016]

Design and evaluation of epoxy asphaltgeogrid stress-absorbing layer()

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

2016 1
Research Field:
Traffic and Transportation Engineering
Publishing date:


Design and evaluation of epoxy asphaltgeogrid stress-absorbing layer
Xue Yongchao Qian Zhendong Jia Wenbiao
Intelligent Transportation System Research Center, Southeast University, Nanjing 210096, China
asphalt concrete overlay stress-absorbing layer reflective cracking resistance epoxy asphalt fiberglass geogrid
In order to delay or eliminate the occurrence and expansion of the reflective cracking in the asphalt concrete overlay on old cement concrete pavement, an epoxy asphalt geogrid stress-absorbing layer(EAGSAL)was designed. The EAGSAL consists of epoxy asphalt and fiberglass geogrid. The pull-out test, skew shearing test, bending beam test and fatigue test were conducted to evaluate the performance of the EAGSAL and a traditional stress-absorbing layer(TSAL). The results show that the adhesive performance, shear performance, bending strength and fatigue performance of the EAGSAL with an optimal spraying volume of epoxy asphalt are better than those of optimally designed TSAL, and the maximum bending strain of the EAGSAL is very close to that of the TSAL. The EAGSAL has superior performance in reflective cracking resistance. Moreover, the EAGSAL with the optimal spraying volume of approximately 2.0 L/m2 is thinner and lighter than the TSAL, which can decrease the thickness and improve the bearing ability of the whole pavement structure.


[1] Wang H, Wu Y F, Ye S, et al. Analysis of the mode of crushing and stability in old cement pavement during asphalt overlay project[J]. Applied Mechanics & Materials, 2012, 204-208:1941-1944.
[2] Li X J, Wen H F. Effects of preoverlay pavement conditions and preoverlay repair methods on the performance of asphaltic concrete overlays [J]. Journal of Transportation Engineering, 2013, 140(1): 42-49.
[3] Garzon J, Duarte C A, Buttlar W. Analysis of reflective cracks in airfield pavements using a 3-D generalized finite element method [J]. Road Materials and Pavement Design, 2010, 11(2): 459-477. DOI:10.1080/14680629.2010.9690284.
[4] Bondt A H. Anti-reflective cracking design of (reinforced) asphaltic overlays [M]. Delft, the Netherlands: Delft University of Technology, 1999:2-20.
[5] Rigo J M, Degeimbre R, Francken L. Reflective cracking in pavements: State of the art and design recommendations [M]. Boca Raton: CRC Press, 2010: 3-10.
[6] Moreno-Navarro F, Sol-Sánchez M, Rubio-Gámez M C. Reuse of deconstructed tires as anti-reflective cracking mat systems in asphalt pavements [J]. Construction & Building Materials, 2014, 53(4): 182-189.
[7] Ogundipe O M, Thom N H, Collop A C. Evaluation of performance of stress-absorbing membrane interlayer(SAMI)using accelerated pavement testing [J]. International Journal of Pavement Engineering, 2013, 14(6): 569-578. DOI:10.1080/10298436.2012.742193.
[8] Wang H. A comparative study of fatigue performance to resist reflective cracking among three different stress-absorbing materials[J]. Applied Mechanics & Materials, 2013, 303-306:2625-2635.
[9] Chen Y, Lopp G, Roque R. Effects of an asphalt rubber membrane interlayer on pavement reflective cracking performance [J]. Journal of Materials in Civil Engineering, 2013, 25(12): 1936-1940. DOI:10.1061/(ASCE)MT.1943-5533.0000781.
[10] Zhou Y. Research on properties and key evaluation index of stress absorbing layer asphalt [D]. Xi’an, China: School of Materials Science and Engineering, Chang’an University, 2010.(in Chinese)
[11] Xue Y C, Qian Z D. Development and performance evaluation of epoxy asphalt concrete modified with mineral fiber [J]. Construction & Building Materials, 2016, 102: 378-383.
[12] Çubuk M, Gürü M, Çubuk M K. Improvement of bitumen performance with epoxy resin[J]. Fuel, 2009, 88(7): 1324-1328. DOI:10.1016/j.fuel.2008.12.024.
[13] Bocci E, Canestrari F. Analysis of structural compatibility at interface between asphalt concrete pavements and orthotropic steel deck surfaces [J]. Transportation Research Record, 2012, 2293:1-7.
[14] Zamora-Barraza D, Calzada-Pérez M A, Castro-Fresno D, et al. Evaluation of anti-reflective cracking systems using geosynthetics in the interlayer zone[J]. Geotextiles and Geomembranes, 2011, 29(2): 130-136. DOI:10.1016/j.geotexmem.2010.10.005.
[15] Huang W. Theory and method of deck paving design for long-span bridges [M]. Beijing: China Construction Industrial Press, 2006: 10-20.(in Chinese)
[16] Samanos J, Roffe J C, Tessonneau H, et al. New system for preventing reflective cracking: Membrane using reinforcement manufactured on site(MURMOS)[J]. Transportation Research Record, 1991, 1304: 59-65.
[17] Mukhtar M T, Dempsey B J. Interlayer stress absorbing composite(ISAC)for mitigating reflection cracking in asphalt concrete overlays [M]. Urbana-Champaign, Illinois, USA: University of Illinois at Urbana-Champaign, 1994: 2-36.
[18] Jamek M, Tschegg E K, Lugmayr R. Mechanical and fracture-mechanical properties of geosynthetic reinforced asphalt systems [J]. Fatigue & Fracture of Engineering Materials & Structures, 2012, 35(7): 648-657.
[19] Mohammad L N, Raqib M A, Huang B. Influence of asphalt tack coat materials on interface shear strength [J]. Transportation Research Record, 2002, 1789: 56-65.
[20] Ghuzlan K, Carpenter S H. Energy-derived/damage-based failure criteria for fatigue testing [J]. Transportation Research Record, 2000, 363: 141-149.


Biographies: Xue Yongchao(1990—), male, graduate; Qian Zhendong(corresponding author), female, doctor, professor, qianzd@seu.edu.cn.
Foundation item: The National Natural Science Foundation of China(No.51178114, 51378122).
Citation: Xue Yongchao, Qian Zhendong, Jia Wenbiao. Design and evaluation of epoxy asphalt geogrid stress-absorbing layer[J].Journal of Southeast University(English Edition), 2016, 32(1):93-98. DOI:10.3969/j.issn.1003-7985.2016.01.016.
Last Update: 2016-03-20