Abstract
The concrete roadbed in the Beijing-Shenyang high-speed railway (HSR) is being serviced for the first time in HSR construction history. Rail inspections have shown that the extreme temperature conditions in seasonally freezing regions can significantly influence the curling behavior of concrete roadbeds. This paper presents an in situ experiment to fundamentally evaluate the impact of seasonal temperature variations on the curling behavior of concrete roadbeds. Herein, a thermomechanical coupled finite element (FE) model is built and calibrated with experimental data. Then, specific consideration is given to the curling mitigation measures, including adjusting the thickness, length, and construction form of the concrete roadbed. Mitigating upward-curling behavior by increasing the thickness of the concrete roadbed will result in severe downward-curling behavior during one year of service. Finally, an active groove-setting construction form is suggested to prevent curling from the temperature variations in the concrete roadbed. In general, this study further enhances the common understanding of the temperature curling behavior of concrete roadbeds serviced in an HSR.
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Abbreviations
- A :
-
temperature amplitude at the natural ground surface
- t :
-
time
- T n :
-
surface boundary temperature
- T α :
-
ground surface mean temperature
- α 0 :
-
initial phase angle
- ΔT F :
-
temperature increment caused by adherent layer
- ΔT g :
-
temperature gradient
- ΔT w :
-
temperature increment caused by climate warming effect
- δ :
-
vertical deflections
References
ABAQUS (2013) User’s manual. Dassault Systèmes Simulia Corp., Providence, RI, USA
Al Nasra M, Wang LRL (1994) Parametric study of slab-on-grade problems due to initial warping and point loads. ACI Structural Journal 91(2):198–210, DOI: https://doi.org/10.14359/4596
Armaghani JM, Larsen TJ, Smith LL (1987) Temperature response of concrete pavements. Transportation Research Board 1121:23–33
Beckemeyer C, Khazanovich L, Yu T (2002) Determining amount of built-in curling in jointed plain concrete pavement: Case study of Pennsylvania 1–80. Transportation Research Record 1809:85–92, DOI: https://doi.org/10.3141/1809-10
Bianchini A (2013) Evaluation of temperature-induced curling in concrete slabs using deflection difference analysis. Journal of Transportation Engineering 139(2):130–137, DOI: https://doi.org/10.1061/(ASCE)TE.1943-5436.0000490
Byrum CR (2000) Analysis by high-speed profile of jointed concrete pavement slab curvatures. Transportation Research Board 1730(1):1–9, DOI: https://doi.org/10.3141/1730-01
Canakci H, Hamed M, Celik F, Sidik W, Eviz F (2016) Friction characteristics of organic soil with construction materials. Soils and Foundations 56(6):965–972, DOI: https://doi.org/10.1016/j.sandf.2016.11.002
Canga Ruiz AE, Qian Y, Edwards JR, Dersch MS (2019) Analysis of the temperature effect on concrete crosstie flexural behavior. Construction and Building Materials 196:362–374, DOI: https://doi.org/10.1016/j.conbuildmat.2018.11.065
Genikomsou AS, Polak MA (2015) Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Engineering Structures 98:38–48, DOI: https://doi.org/10.1016/j.engstruct.2015.04.016
Hansen W, Smiley DL, Peng YF, Jensen EA (2002) Validating top-down premature transverse slab cracking in jointed plain concrete pavement. Transportation Research Record 1809(1):52–59, DOI: https://doi.org/10.3141/1809-06
Jeong JH, Park JY, Lim JS, Kim SH (2014) Testing and modelling of friction characteristics between concrete slab and subbase layers. Road Materials and Pavement Design 15(1):114–130, DOI: https://doi.org/10.1080/14680629.2013.863161
Lee J, Fenves GL (1998) A plastic-damage concrete model for earthquake analysis of dams. Earthquake Engineering and Structural Dynamics 27(9):937–956, DOI: https://doi.org/10.1002/(sici)1096-9845(199809)27:9<937::Aid-eqe764>3.0.Co;2-5
Leonards GA, Harr ME (1959) Analysis of concrete slabs on ground. Journal of the Soil Mechanics and Foundations Division 85(3):35–58
Lubliner J, Oliver J, Oller S, Oñate E (1989) A plastic-damage model for concrete. International Journal of Solids and Structures 25(3):299–326, DOI: https://doi.org/10.1016/0020-7683(89)90050-4
Mackiewicz P (2014) Thermal stress analysis of jointed plane in concrete pavements. Applied Thermal Engineering 73(1):1169–1176, DOI: https://doi.org/10.1016/j.applthermaleng.2014.09.006
Mirza O, Kaewunruen S, Dinh C, Pervanic E (2016) Numerical investigation into thermal load responses of railway transom bridge. Engineering Failure Analysis 60:280–295, DOI: https://doi.org/10.1016/j.engfailanal.2015.11.054
Mohamed AR, Hansen W (1997) Effect of nonlinear temperature gradient on curling stress in concrete pavements. Transportation Research Record 1568(1):65–71, DOI: https://doi.org/10.3141/1568-08
Mohamad ME, Ibrahim IS, Abdullah R, Abd Rahman AB, Kueh ABH, Usman J (2015) Friction and cohesion coefficients of composite concrete-to-concrete bond. Cement and Concrete Composites 56:1–14, DOI: https://doi.org/10.1016/j.cemconcomp.2014.10.003
Nam BH, Yeon JH, Behring Z (2014) Effect of daily temperature variations on the continuous deflection profiles of airfield jointed concrete pavements. Construction and Building Materials 73:261–270, DOI: https://doi.org/10.1016/j.conbuildmat.2014.09.073
Rao S, Roesler JR (2005) Characterizing effective built-in curling from concrete pavement field measurements. Journal of Transportation Engineering 131(4):320–327, DOI: https://doi.org/10.1061/(ASCE)0733-947X(2005)131:4(320)
Ren JJ, Yang RS, Wang P, Yong P, Wen C (2014) Slab upwarping of twin-block slab track on subgrade-bridge transition section: parameter study and repair method. Transportation Research Record 2448(1):115–124, DOI: https://doi.org/10.3141/2448-14
Sabih G, Tarefder RA (2016) Impact of variability of mechanical and thermal properties of concrete on predicted performance of jointed plain concrete pavements. International Journal of Pavement Research and Technology 9(6):436–444, DOI: https://doi.org/10.1016/j.ijprt.2016.09.005
Suprenant BA (2002) Why slabs curl, Part II: Factors affecting the amount of curling. Concrete International 24(4):59–64
TB 10621 (2014) Code for design of high speed railway. China Railway Publishing House, Beijing, China (in Chinese)
Wei Z, Jin HJ, Zhang JM, Yu SP, Han XJ, Ji YJ, He RX, Chang XL (2011) Prediction of permafrost changes in Northeastern China under a changing climate. Science China Earth Sciences 54(6):924–935, DOI: https://doi.org/10.1007/s11430-010-4109-6
Wolf HE, Qian Y, Edwards JR, Dersch MS, Lange DA (2016) Temperature-induced curl behavior of prestressed concrete and its effect on railroad crossties. Construction and Building Materials 115:319–326, DOI: https://doi.org/10.1016/j.conbuildmat.2016.04.039
Yang GT, Bradford MA (2017) A refined modelling for thermal-induced upheaval buckling of continuously reinforced concrete pavements. Engineering Structures 150:256–270, DOI: https://doi.org/10.1016/j.engstruct.2017.06.005
Yu HT, Khazanovich L, Darter MI, Ardani A (1998) Analysis of concrete pavement responses to temperature and wheel loads measured from intrumented slabs. Transportation Research Record 1639(1):94–101, DOI: https://doi.org/10.3141/1639-10
Zhu SY, Cai CB (2014) Interface damage and its effect on vibrations of slab track under temperature and vehicle dynamic loads. International Journal of Non-Linear Mechanics 58:222–232, DOI: https://doi.org/10.1016/j.ijnonlinmec.2013.10.004
Acknowledgements
This research was supported by the National Key R&D Program of China (Grant No. 2016YEE0205100), the Key Program of the National Natural Science Foundation of China (Grant No. 41430634), the National Major Scientific Instruments Development Project of China (Grant Nos. 41627801 and 41702382), the Open Research Fund Program of the State Key Laboratory for Geomechanics and Deep Underground Engineering of China (Grant No. SKLGDUEK1807), the Open Research Fund Program of the State Key Laboratory of Permafrost Engineering of China (Grant No. SKLFSE201709), the Opening Fund for Innovation Platform of China (Grant No. 2016YJ004), and the Technology Research and Development Plan Program of China Railway Corporation (Grant No. 2016G002-F).
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Yu, Y., Tang, L., Ling, X. et al. Mitigation of Temperature-Induced Curling of Concrete Roadbed along High-Speed Railway: In situ Experiment and Numerical Simulation. KSCE J Civ Eng 24, 1195–1208 (2020). https://doi.org/10.1007/s12205-020-0671-4
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DOI: https://doi.org/10.1007/s12205-020-0671-4