Abstract
In order to prevent reflection cracking of composite pavement, the Hills formula, Goodman hypothesis, and ABAQUS software are used to carry out simultaneous dynamic modulus tests on composite pavement specimens. The temperature shrinkage stress formula for an asphalt surface considering stress relaxation is derived. The change rule for the accumulated temperature shrinkage stress of an asphalt surface layer with varying cooling range and cooling rate is obtained. The influences of different asphalt and concrete layer thicknesses on the temperature shrinkage stress at the asphalt layer bottom joint are obtained considering the influence of concrete shrinkage on the temperature stress at the asphalt layer bottom joint.
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Huang YH (2004) Pavement analysis and design. Pearson Education, Upper Saddle River, New Jersey
Yavari M, Balali A (2015) Evaluation of runway pavement design software and application of modified asphalt overlay on airfields. J Civil Eng Urban 1:257–264
NCHRP (2004) National cooperative highway research program. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Champaign, IL: NCHRP 1-37A
Mehta Y, Cleary D, Ali A (2017) Field cracking performance of airfield rigid pavement. J Traffic Transp Eng 4(4):380–387
Islam MR, Meghan J, Vallejo P et al (2017) Crack propagation in hot mix asphalt overlay using extended finite-element model. J Mater Civ Eng 29(5):1943
Dhakala N, Elseifi M, Zhang Z (2016) Mitigation strategies for reflection cracking in rehabilitated pavements—a synthesis. Int J Pavement Tec. 9:228–239
Jagannath MH et al (2018) Observations, modeling, and mitigation related to reflective cracking on composite pavements in New York City. Transp Res Rec. https://doi.org/10.3141/2084-14
Harsini I, Haider SW, Brink WC et al (2018) Investigation of significant inputs for pavement rehabilitation design in the Pavement-ME. Can J Civil Eng 45(5):1
Wang XC, Su ZY, Xu A et al (2017) Shear fatigue between asphalt pavement layers and its application in design. Constr Build Mater Sci 135:297–305
Ghauch ZG, Abou-Jaoude GG (2013) Strain response of hot-mix asphalt overlays in jointed plain concrete pavements due to reflective cracking. Comput Struct 124(3):8–46
Wang CH, Li Q, Wang K et al (2017) Emission reduction performance of modified hot mix asphalt mixtures. Adv Mater Sci Eng 1:2506381
Krans RL, Tolman F, Van DVMF. (1996) Semi-circular bending test: a practical crack growth test using asphalt concrete cores. In: International Rilem conference on reflective cracking in pavements
Dhakal N, Elseifi MA, Zhang Z (2016) Mitigation strategies for reflection cracking in rehabilitated pavements—a synthesis. Int J Pavement Res Technol. S1996681416300153
Hill BC, Giraldo-Londo O, Paulino GH et al (2017) Inverse estimation of cohesive fracture properties of asphalt mixtures using an optimization approach. Exp Mech 57(4):637–648
Cannone F, Augusto M, Ki H (2015) Comparisons of analytical and approximate interconversion methods for thermal stress computation. Can J Civil Eng 42(10):705–719
Haas R (1973) A method for designing asphalt pavements to minimize low-temperature shrinkage cracking. Asphalt Inst 73(1):65–68
Kennedy TW, Huerg GA, Harrigan ET et al (1994) Superior performing asphalt pavements (superpave): the product of the SHRP asphalt research program. Strategic Highway Research Program, National Research Council, Washington DC
Luo H, Zhu HP, Chen C (2008) The analysis of thermal stress in asphalt overlay based on thermal-viscoelasticity theory. J Highw Transp Res Dev 02:6–11
Wang BG, Hu CS (1996) Research on composite pavement structure of roller compacted concrete and asphalt concrete. China J Highw Transp 9(2):12–19
Yi J, Shen S, Muhuthan B et al (2014) Viscoelastic–plastic damage model for porous asphalt mixtures: application to uniaxial compression and freeze–thaw damage. Mech Mater 70:67–75
Hills JF, Brien D (1996) The fracture of bitumen and asphalt mixes by temperature induced stresses. Prepared discussion, Association of Asphalt Paving Technologist 35:292–309
Christison JT, Anderson KO (1972) The response of asphalt pavement to low temperature climatic environments. In: Proceeding of the 3rd international conference on the structure design of asphalt pavement 4(1):35–40
Monismith CL, Hicks RG, Salam YM (1967) Basic properties of pavement components. Appl Math Model 33(1):127–139
Zhou JY (1982) Analysis and Research on low temperature cracking of asphalt pavement. East China Highw 11(3):20–27
Qian GP, Zheng JL, Zhou ZG et al (2006) Study on incremental thermo viscoelastic constitutive relation of asphalt mixture. Chin J Appl Mech 3:338–343
Zheng JL, Qian GP, Ying RH et al (2008) Testing thermal viscoelastic constitutive relation of asphalt mixture and its mechanical application. Eng Mech 01:34–41
Wu KH, Zhang XN (2020) Predict the phase angle master curve and study the viscoelastic properties of warm mix crumb rubber-modified asphalt mixture. Materials (Basel, Switzerland) 13(21):1
Yang B (2005) Study on asphalt overlay structure of old cement concrete pavement. Changan University, Changan
Zeng JL (1995) The application of thermo-viscos-plastic fracture mechanics to fatigue life prediction for asphalt pavements (Research Report). University of Brussels
Standard test method for thermal stress restrained specimen tensile strength. (1996) AASHTO designation: TP10-93
Antonio M (1999) Low-temperature behavior of hard bitumen experiments and modeling. Asphalt Paving Technol 68:434–449
Liu JH (2011) Low temperature cracking evaluation of asphalt rubber mixtures using semi-circular bending test. Adv Mater 243–249:4201–4206
Ministry of Communications of the People’s Republic of China (2005) JTG F40 technical specifications for construction of highway asphalt pavements. China Communications Press
Fang NR, Wang XC, Ye HY et al (2019) Study on fatigue characteristics and interlayer design method of waterproof cohesive bridge deck layer. Appl. Sci. Basel. 10:2076–3417
Eberhardsteiner L, Blab R. (2017) Design of bituminous pavements—a performance-related approach. Road Mater Pavement Design, pp 1–15
Jung DH. Vinson TS. (1994) Low-temperature cracking test selection. SHRP-A-400
Yasir A, Muhammad I, Muhammad Z et al (2018) Revisiting the relationship of dynamic and resilient modulus test for asphaltic concrete mixtures. Constr Build Mater Sci 170:698–707
Zhang L (2010) Study on cracking and relaxation characteristics of asphalt mixture at low temperature. Harbin University of Technology, Harbin
Park SW, Kim YR (2001) Fitting prony-series viscoelastic models with power-law presmoothing. J Mater Civil Eng. 13(1):26–32
Bilodeau JP, Dore G, Perier L (2014) Falling weight deflectometer analysis of flexible pavement structure built with geotextile drainage layers. Can J Civil Eng 41(6):540–549
Skar A, Poulsen PN, Olesen JF (2017) General cracked-hinge model for simulation of low-cycle damage in cemented beams on soil. Eng Fract Mech 175:324–338
Wang XC, Fang NR, Ye HY (2018) Fatigue damage analysis of cement-stabilized base under construction loading. Appl Sci Basel 11:2263–2283
Bozkurt D. (2002) Three-dimensional finite element analysis to evaluate reflective cracking potential in asphalt concrete overlays
Collop AC, Sutanto MH, Airey GD (2009) Shear bond strength between asphalt layers for laboratory prepared samples and field cores. Constr Build Mater Sci 23(6):2251–2258
Diakhaté M, Millien A, Petit C et al (2011) Experimental investigation of tack coat fatigue performance: towards an improved lifetime assessment of pavement structure interfaces. Constr Build Mater Sci 25(2):1123–1133
Bild S (1987) Durability design criteria for bituminous pavements on orthotropic steel bridge decks. Can J Civil Eng. 14(1):41–48
Camara A, Vázquez VF, Ruiz-Teran AM et al (2017) Influence of the pavement surface on the vibrations induced by heavy traffic in road bridges. Can J Civil Eng. 44:12
Acknowledgements
This research was funded by Construction of Science and Technology Projects by the Ministry of Transport of China (2018-MS2-042).
Funding
This research was funded by Construction of Science and Technology Projects by the Ministry of Transport of China (2018-MS2-042).
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Conceptualization, X.W. and N.F.; methodology, N.F. and S.H.; formal analysis, H.L. and Q.L.; investigation, N.F. and Q.L.; resources, X.W.; data curation, N.F. and H.L.; writing—original draft preparation, N.F. and L.X.; writing—review and editing, N.F., X.W., H.L. and S.H.; visualization, N.F., X.W., H.L. and L.X.; supervision, X.W.; funding acquisition, X.W.
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Fang, N., Li, H., Li, Q. et al. Study on asphalt layer of composite pavement temperature shrinkage stress considering stress relaxation. Mater Struct 54, 32 (2021). https://doi.org/10.1617/s11527-021-01620-1
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DOI: https://doi.org/10.1617/s11527-021-01620-1