KRUNTCHEVA M R, COLLOP A C, THOM N H. Effect of bond condition of flexible pavement performance[J]. Journal of Transportation Engineering, 2005, 131(11): 880-888.
[2]
RAAB C, PARTL M N. Investigation into a long-term interlayer bonding of asphalt pavements[J]. Baltic Journal of Road and Bridge Engineering, 2008, 3(2): 65-70.
[3]
MA Xin, GUO Zhong-yin, LI Zhi-qiang, et al. Shear destruction mechanism of asphalt pavement under moving load[J]. China Journal of Highway and Transport, 2009, 22(6): 34-39.
[4]
BAEK J, OZER H, WANG Hao, et al. Effects of interface conditions on reflective cracking development in hot-mix asphalt overlays[J]. Road Materials and Pavement Design, 2010, 11(2): 307-334.
[5]
HU Xiao-di, WALUBITA L F. Effects of layer interfacial bonding conditions on the mechanistic responses in asphalt pavements[J]. Journal of Transportation Engineering, 2011, 137(1): 28-36.
[6]
LIU Li. Study on the technology performance of asphalt pavement layer interfaces[D]. Xi’an: Chang’an Univerisity, 2008.
[7]
LENG Z, AL-QADI I L, CARPENTER S H, et al. Interface bonding between hot-mix asphalt and various Portland cement concrete surfaces[J]. Transportation Research Record, 2009(2127): 20-28.
[8]
XU Qin-wu, ZHOU Qing-hua, MEDINA C, et al. Experimental and numerical analysis of a waterproofing adhesive layer used on concrete-bridge decks[J]. International Journal of Adhesion and Adhesives, 2009, 29(5): 525-534.
[9]
ZHOU Qing-hua, XU Qin-wu. Experimental study of waterproof membranes on concrete deck: interface adhesion under influences of critical factors[J]. Materials and Design, 2009, 30(4): 1161-1168.
[10]
WANG Shui-yin. Study on interlaminar shear strength indoor test method between asphalt concrete layers[J]. Highway, 2010(2): 144-147.
[11]
WANG Ya-ling, ZHOU Yu-li, YAO Ai-ling, et al. Test of shear and pull-off between asphalt and concrete on bridge deck pavement structure[J]. Journal of Chang’an University: Natural Science Edition, 2009, 29(6): 15-18.
[12]
WANG Xuan-cang, LIU Kai, LI Shan-qiang. Study on resistance to reflective crack of interlayer materials in asphalt overlay[J]. Journal of Building Materials, 2010, 13(2): 247-252, 271.
[13]
CHEN Ming-xing. Research on test method and evaluation indexes about interlayer bonding of asphalt pavement[D]. Xi’an: Chang’an Univerisity, 2010.
[14]
WANG Xuan-cang, WANG Chao-hui, ZHANG Yan-ping. Research and development of interlayer processing technology of combining pavement[J]. Road Machinery and Construction Mechanization, 2008, 25(2): 9-12.
[15]
COLLOP A C, SUTANTO M H, AIREY G D, et al. Development of an automatic torque test to measure the shear bond strength between asphalt[J]. Construction and Building Materials, 2011, 25(2): 623-629.
[16]
RAAB C, PARTL M N, El-HALIM O A. Evaluation of interlayer shear bond devices for asphalt pavements[J]. Baltic Journal of Road and Bridge Engineering, 2009, 4(4): 186-195.
[17]
WANG Shui-yin. Influence factors of bond performance between asphalt surface layer and semi-rigid base[J]. Journal of Traffic and Transportation Engineering, 2010, 10(2): 12-19.
[18]
CHEN D H. Slippage failure of a new hot-mix asphalt overlay[J]. Journal of Performance of Constructed Facilities, 2010, 24(3): 258-264.
[19]
BAEK J, Al-QADI I L. Finite element hmethod modeling of reflective cracking initiation and propagation-investigation of the effect of steel reinforcement interlayer on retarding reflect-ive cracking in hot-mix asphalt overlay[J]. Transportation Research Record, 2006(1949): 32-42.
[20]
BAEK J, Al-QADI I L. Mechanism of overlay reinforcement to retard reflective cracking under moving vehicular loading[C]∥RILEM. 6th RILEM International Conference on Cracking in Pavements. Chicago: RILEM, 2008: 563-573.
[21]
COLLOP A C, THOM N H, SANGIORGI C. Assessment of bond condition using the Leutner shear test[J]. Proceedings of the Institution of Civil Engineers-Transport, 2003, 156(4): 211-217.
[22]
YUAN Yu-qing. Theories of interlayer between asphalt overlay and old Portland cement concrete pavement and technology of atactic polypropylene modified bituminous linoleum to prevent cracking[D]. Xi’an: Chang’an University, 2007.
[23]
NOVAK M, BIRGISSON B, ROQUE R. Tire contact stresses and their effects on instability rutting of asphalt mixture pavements: three-dimensional finite elementanalysis[J]. Transportation Research Record, 2003(1853): 150-156.
[24]
XU Qin-wu, SUN Zeng-zhi, WANG Hu, et al. Laboratory testing material property and FE modeling structural response of PAM-modified concrete overlay on concrete bridges[J]. Journal of Bridge Engineering, 2009, 14(1): 26-35.
