Abstract
Reflective cracking in semi-rigid base asphalt pavement is one of the major pavement diseases, and the main purpose of this study is to explore the cause of the reflective cracking. In order to simplify the problem, an asphalt concrete pavement containing a crack in semi-rigid base was modelled as elastic multilayer. Based on the linear-elastic superposition principle, the model was decomposed into three sub-models. To solve the governing equations, the Fourier transform was introduced to transform the partial differential equations to ordinary differential equations. The residual theorem and dislocation density function were used to derive the singular integral equations. Lobatto–Chebyshev integration formula, as a numerical method, was used to gain the results of the singular integral equations. The numerical solution of stress intensity factor at the crack tip was obtained. In order to get the factors that affect the crack reflection, numerical analyses were carried out for an asphalt pavement with a crack in the semi-rigid base. The results show that the position of the crack that emerged has different effect on type I and type II cracks, the traffic load centre away from the crack horizontally between 0.2 and 0.3 m could cause type II crack reflection more efficiently, and the semi-rigid base modulus showed more effect on crack propagation.
Similar content being viewed by others
References
Chen DH (2007) Using rolling dynamic deflectometer and overlay tester to determine the reflective cracking potential. J Test Eval 35(6):644–654. https://doi.org/10.1520/JTE101075
Chen DH, Hong F, Zhou F (2011) Premature cracking from cement-treated base and treatment to mitigate its effect. J Perform Constr Facil 25(2):113–120. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000140
Dave EV, Buttlar WG (2011) Thermal reflective cracking of asphalt concrete overlays. Int J Pavement Eng 11(6):477–488. https://doi.org/10.1080/10298430903578911
Dong ZH, Ni FY (2014) Dynamic model and criteria indices of semi-rigid base asphalt pavement. Int J Pavement Eng 15(9):854–866. https://doi.org/10.1080/10298436.2014.893322
Ghauch ZG, Abou-Jaoude GG (2013) Strain response of hot-mix asphalt overlays in jointed plain concrete pavements due to reflective cracking. Comput Struct 124:38–46. https://doi.org/10.1016/j.compstruc.2012.12.005
Gonzalez-Torre I, Calzada-Perez MA, Vega-Zamanillo A et al (2015) Evaluation of reflective cracking in pavements using a new procedure that combine loads with different frequencies. Constr Build Mater 75:368–374. https://doi.org/10.1016/j.conbuildmat.2014.11.030
Horníček L, Rakowski Z (2017) Mechanical stabilization of intermediate granular layers in pavement structures-laboratory study. Proc Eng 189:174–180. https://doi.org/10.1016/j.proeng.2017.05.028
Krystyna K (2008) Comparison of stress and strain states in pavements with and without reflective cracks. J Transp Eng 134(11):483–492. https://doi.org/10.1061/(ASCE)0733-947X(2008)134:11(483)
Li YD (2000) Theory and application of fracture mechanics. Science Press, Beijing
Li J, Zi J, Jiang T et al (2016) Impact of the implementation of continuous construction method on pavement cracking performance. Int J Pavement Eng 17(3):201–210. https://doi.org/10.1080/10298436.2014.979820
Minhoto MJC, Pais JC, Pereira PAA (2008) The temperature effect on the reflective cracking of asphalt overlays. Road Mater Pavement Des 9(4):615–632. https://doi.org/10.1080/14680629.2008.9690141
Ogundipe OM, Thom NH, Collop AC (2014) Finite element analysis of overlay incorporating stress absorbing membrane interlayers against reflective cracking. J Mod Transp 22(2):104–111. https://doi.org/10.1007/s40534-014-0039-x
Perez SA, Balay JM, Tamagny P et al (2007) Accelerated pavement testing and modeling of reflective cracking in pavements. Eng Fail Anal 14(8):1526–1537. https://doi.org/10.1016/j.engfailanal.2006.12.010
Yang Q, Deng Y (2017) Evaluation of cracking in asphalt pavement with stabilized base course based on statistical pattern recognition. Int J Pavement Eng. https://doi.org/10.1080/10298436.2017.1299528
Yin H (2015) Full-scale test of thermally induced reflective cracking in airport pavements. Road Mater Pavement Des 16(1):119–132. https://doi.org/10.1080/14680629.2014.982691
Yu B, Lu Q, Yang J (2013) Evaluation of anti-reflective cracking measures by laboratory test. Int J Pavement Eng 14(6):553–560. https://doi.org/10.1080/10298436.2012.721547
Zhang J, Dai L, Zheng J et al (2016) Reflective crack propagation and control in asphalt pavement widening. J Test Eval 44(2):838–846. https://doi.org/10.1520/JTE20150220
Zhao HQ (1998) Fracture and fatigue analysis of functionally graded and homogeneous materials using singular integral equation approach. Dissertation, Johns Hopkins University
Acknowledgements
The work reported in this paper is supported by the Natural Science Fund of China (Grant No. 51578477).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Gao, Y. Theoretical Analysis of Reflective Cracking in Asphalt Pavement with Semi-rigid Base. Iran J Sci Technol Trans Civ Eng 43 (Suppl 1), 149–157 (2019). https://doi.org/10.1007/s40996-018-0154-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40996-018-0154-8