Abstract
This paper investigates the effects of subgrade stiffness and stiffness transition on mechanical responses of asphalt pavement using multiple layered elastic analysis and three-dimensional finite element modeling. The surface deflections and internal stress distributions were analyzed by numerical simulation. The maximum shear stress was used as the indicator to determine the stiffness threshold for subgrade at bridge approach. It was found that the mechanical responses of asphalt pavement were very sensitive to the variation of subgrade stiffness. The stiffness of subgrade at bridge approach should be controlled more than 500 MPa, and the stiffness transition is better to follow an exponential function to ensure the uniform stress distribution of pavement structures. Considering engineering practice and cost factor, a reasonable stiffness range of 1000 MPa–2000 MPa was recommended for the subgrade at bridge approach.
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References
Bakeer, R.M., et al.: Performance of pile-supported bridge approach slabs. J. Bridge Eng. (2005). https://doi.org/10.1061/(ASCE)1084-0702(2005)10:2(228)
Coelho, B.Z., Hicks, M.A.: Numerical analysis of railway transition zones in soft soil. Proc. Inst. Mech. Eng. [F] J. Rail and Rapid Transit (2015). https://doi.org/10.1177/0954409715605864
Feng, G., et al.: Vertical distance design method utilizing geosynthetic disposing bridge approach roadbed. J. Tongji Univ. (Natural Science) (2003)
Gao, Y., Chen, Y.: Laboratorial studies on dealing with jump at bridge abutment with Netlon geotextile in hignway. J. Changsha Commun. Inst. (1995)
Gao, H., et al.: Vibration Isolation Behavior of EPS Reinforced Highway Embankments. Springer, Berlin Heidelberg (2008). https://doi.org/10.1007/978-3-540-79846-0_77
Ge, Z., et al.: Study actuality summary of backfilling materials behind abutments of highway bridge and culvert. J. Traffic Transp. Eng. (2007)
Han, J., et al.: 2D numerical modeling of a constructed geosynthetic-reinforced embankment over deep mixed columns. Geo-Front. Congr. (2005) https://doi.org/10.1061/40777(156)13
Hu, X., Sun, L.: Stress response analysis of asphalt pavement under measured tire ground pressure of heavy vehicle. J. Tongji Univ. (Natural Science) (2006)
Huang, Y.X.: Pavement Analysis and Design, pp. 190–198. China Communications Press, Beijing (1998)
JTG D50–2017: Specification for Design of Highway Asphalt Pavement. Ministry of transport of PRC, Beijing (2017)
Niu, S.L.: Study on technique of treatment for jump at back of abutment in loess area by the flexible approach slab. Chang’an Univ. (2006)
Robison, J.L., Luna, R.: Deformation analysis of modeling of missouri bridge approach embankments. In: Geotechnical Engineering for Transportation Projects. Asce Geotechnical Special Publication, (2004). https://doi.org/10.1061/40744(154)197
Shi, J., et al.: Measurements and simulation of the dynamic responses of a bridge–embankment transition zone below a heavy haul railway line. Proc. Inst. Mech. Eng. [F] J. Rail and Rapid Transit (2013). https://doi.org/10.1177/0954409712460979
Stark, T.D., et al.: Design and performance of well-performing railway transitions. Transp. Res. Rec. J. Transp. Res. Board (2016). https://doi.org/10.3141/2545-03
Sun, J.: Mechanism analysis of the methods for treating vehicle bumping at bridge approach built on soft foundation and experimental study. Zhe Jiang Univ. (2010)
Thiagarajan, G., et al.: Cost-efficient and innovative design for bridge approach slab. Transp. Res. Rec. J. Transp. Res. Board (2012). https://doi.org/10.3141/2313-11
Wang, H., Al-Qadi, I. L., Stanciulescu, I.: Effect of surface friction on tire–pavement contact stresses during vehicle maneuvering. J. Eng. Mech. 140 (4) (2014). https://doi.org/10.1061/(ASCE)EM.1943-7889.0000691
Yu, Y., et al.: Three-dimensional numerical analysis of geocell flexible approach slab for treating differential settlement at bridge-subgrade transition section. China J. Highw. Transp. (2007)
Zaman, M., et al.: Consolidation settlement of bridge approach foundation. J. Geotech. Eng. (1991). https://doi.org/10.1061/(ASCE)0733-9410(1991)117:2(219)
Zhang, Y.: Research on the pavement behavior and its mixture design for long and steep slope asphalt pavement. Chang’an Univ. (2012)
Zhang, J., Zhang, H.: Additional stress in pavement structure due to asymmetrical settlement of soft subgrade. J. Chang’an Univ. (Natural Science Edition) (2003)
Zhuang, Z., et al.: ABAQUS nonlinear finite element analysis and examples. Science Press, (2005)
Acknowledgments
This research was supported by the China Postdoctoral Science Foundation [grant number 2017M620434], the Department of Science & Technology of Shaanxi Province [grant number 2016KJXX-69, 2016ZDJC-24, 2017KCT-13]; and the Special Fund for Basic Scientific Research of Chang’an University [grant number 310821153502 and 310821173501].
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Yang, X., Dong, Y., Zhang, J., Zhu, H. (2019). Subgrade Stiffness Effects on Mechanical Responses of Asphalt Pavement at Bridge Approach. In: Barman, M., Zaman, M., Chang, JR. (eds) Transportation and Geotechniques: Materials, Sustainability and Climate. GeoChina 2018. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-95768-5_9
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