Model development and prediction of anti-icing longevity of asphalt pavement with salt-storage additive

Yan Zhang1, Yong Deng1, Xianming Shi1
1National Center for Transportation Infrastructure & Life-Extension, Department of Civil & Environmental Engineering, Washington State University, Pullman, USA

Tóm tắt

AbstractThis study established a systematic simulation framework to predict the anti-icing longevity of a thin overlay of asphalt pavement with salt-storage additive (APSSA). The water and chloride transport in the overlay when subjected to varying precipitation, temperature, thermal cracking, and fatigue cracking over time were modeled using a Finite Element Method based software. The simulation included two parts: water transport followed by chloride transport. Water transport that obeys the law of conservation of mass was modeled using the phase transport in porous media (phtr) interface of COMSOL, while chloride transport based on Fick’s second law was modeled with the transport of diluted species (tds) interface. The simulation results show that the anti-icing function of a 16-mm thick overlay was fully effective in 2 years and 5 years for the minimum pavement temperature above -3.4 °C and -2.4 °C, respectively. These two pavement temperatures are equivalent to 97.4-percentile and 96.3-percentile of historical hourly pavement temperature near Pullman, Washington. Graphical abstract

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Tài liệu tham khảo

ASTM D5084 2020 Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter ASTM International https://doi.org/10.1520/D5084-03

Bentz DP, Garboczi EJ, Lu Y, Martys N, Sakulich AR, Weiss WJ (2013) Modeling of the influence of transverse cracking on chloride penetration into concrete. Cem Concr Compos 38:65–74. https://doi.org/10.1016/j.cemconcomp.2013.03.003

Bogdanov, I.I., El Ganaoui, K., Kamp, A.M., 2007. COMSOL 2D Simulation of Heavy Oil Recovery by Steam Assisted Gravity Drainage. Proc. Eur. COMSOL Conf.

Brooks B, R.H., Corey, A.T., (1964) Hydraulic properties of porous media. Diss Colo. State Univ, Libr

Brooks RH, Corey AT (1966) Properties of Porous Media Affecting Fluid Flow. J Irrig Drain Div 92:61–88

de Vera G, Climent MA, Viqueira E, Antón C, Andrade C (2007) A test method for measuring chloride diffusion coefficients through partially saturated concrete. Part II: The instantaneous plane source diffusion case with chloride binding consideration. Cem Concr Res 37:714–724

Dickinson EJF, Ekström H, Fontes E (2014) COMSOL Multiphysics®: Finite element software for electrochemical analysis. A mini-review Electrochem Commun 40:71–74

Djerbi A, Bonnet S, Khelidj A, Baroghel-bouny V (2008) Influence of traversing crack on chloride diffusion into concrete. Cem Concr Res 38:877–883

Garboczi EJ, Bentz DP, Davis JM, Lu Y (2012) Modeling Chloride transport in Cracked Concrete: A 3-D image-based microstructure simulation 1–15

Gittens GJ (1969) Variation of surface tension of water with temperature. J Colloid Interface Sci 30:406–412

Giuliani F, Merusi F, Polacco G, Filippi S, Paci M (2012) Effectiveness of sodium chloride-based anti-icing filler in asphalt mixtures. Constr Build Mater 30:174–179

Gu C, Ye G, Sun W (2015) A review of the chloride transport properties of cracked concrete: experiments and simulations. J. Zhejiang Univ.-Sci. A 16:81–92

Hall JR, Wishaw BF, Stokes RH (1953) The diffusion coefficients of calcium chloride and ammonium chloride in concentrated aqueous solutions at 25. J Am Chem Soc 75:1556–1560

Hoplin C (2016) Cracking Performance Evaluation of Minnesota Asphalt Pavements

Islam, M., 2015. THERMAL FATIGUE DAMAGE OF ASPHALT PAVEMENT. Civ. Eng. ETDs.

Joekar-Niasar V, Hassanizadeh SM, Leijnse A (2008) Insights into the Relationships Among Capillary Pressure, Saturation, Interfacial Area and Relative Permeability Using Pore-Network Modeling. Transp Porous Media 74:201–219

Kanakaraj U, Lhaden T, Karthik Raj V (2015) Analysis of structural mechanics of solid microneedle using COMSOL software, in: 2015 International Conference on Innovations in Information, Embedded and Communication Systems (ICIIECS). pp 1–5 (Presented at the 2015 International Conference on Innovations in Information, Embedded and Communication Systems (ICIIECS))

Khan MU, Ahmad S, Al-Gahtani HJ (2017) Chloride-Induced Corrosion of Steel in Concrete: An Overview on Chloride Diffusion and Prediction of Corrosion Initiation Time. Int. J. Corros 2017:e5819202

Kwon SJ, Na UJ, Park SS, Jung SH (2009) Service life prediction of concrete wharves with early-aged crack: Probabilistic approach for chloride diffusion. Struct Saf 31:75–83. https://doi.org/10.1016/j.strusafe.2008.03.004

Li Q, Ito K, Wu Z, Lowry CS, Ii SPL (2009) COMSOL Multiphysics: A Novel Approach to Ground Water Modeling. Groundwater 47:480–487

Li Y (1999) Asphalt Pavement Fatigue Cracking Modeling

Liu Y, Shi X (2012) Ionic transport in cementitious materials under an externally applied electric field: Finite element modeling. Constr Build Mater 27:450–460

Liu Y, Shi X (2012) Stochastic Modeling of Service Life of Concrete Structures in Chloride-Laden Environments. J Mater Civ Eng 24:381–390

Liu Z, Xing M, Chen S, He R, Cong P (2014) Influence of the chloride-based anti-freeze filler on the properties of asphalt mixtures. Constr Build Mater 51:133–140

Ma T, Geng L, Ding X, Zhang D, Huang X (2016) Experimental study of deicing asphalt mixture with anti-icing additives. Constr Build Mater 127:653–662

Ma, X., Cheng, B., Mao, J., Liu, W., Zi, D., 2009. Finite element modelling of coupled heat and moisture transfer in typical earth-sheltered building envelope. Proc. Elev. Int. IBPSA Conf. Glasg. Scotl. Build. Simul. 1850–1856.

Montgomery RB (1947) VISCOSITY AND THERMAL CONDUCTIVITY OF AIR AND DIFFUSIVITY OF WATER VAPOR IN AIR. J Atmospheric Sci 4:193–196

Nardi A, Idiart A, Trinchero P, de Vries LM, Molinero J (2014) Interface COMSOL-PHREEQC (iCP), an efficient numerical framework for the solution of coupled multiphysics and geochemistry. Comput Geosci 69:10–21

Nielsen EP, Geiker MR (2003) Chloride diffusion in partially saturated cementitious material. Cem Concr Res 33:133–138

Page CL, Short NR, El Tarras A (1981) Diffusion of chloride ions in hardened cement pastes. Cem Concr Res 11:395–406

Paul SK, Chaudhuri S, Barai SV (2014) Chloride diffusion study in different types of concrete using finite element method (FEM). Adv Concr Constr 2:39–56

Rachedi BA, Babouri A, Berrouk F (2014) A study of electromagnetic field generated by high voltage lines using COMSOL MULTIPHYSICS. 2014 International Conference on Electrical Sciences and Technologies in Maghreb (CISTEM). pp 1–5 (Presented at the 2014 International Conference on Electrical Sciences and Technologies in Maghreb (CISTEM))

Saadoon T, Garcia A, Gómez-Meijide B (2017) Dynamics of water evaporation in cold asphalt mixtures. Mater Des 134:196–206

Solaimanian, M., Thomas, W.K., 1993. Predicting maximum pavement surface temperature using maximum air temperature and hourly solar radiation. Transp. Res. Rec. 1–1.

Spragg RP, Castro J, Li W, Pour-Ghaz M, Huang P-T, Weiss J (2011) Wetting and drying of concrete using aqueous solutions containing deicing salts. Cem Concr Compos 33:535–542

Tan, Y., Wang, S., Xu, F., Liu, W., Chen, X., Liang, Y., 2017. Application of COMSOL Multiphysics in Research of Concrete Durability-A Short Review. J. Chin. Ceram. Soc. 05.

Tang L (1999) Concentration dependence of diffusion and migration of chloride ions: Part 2. Experimental evaluations Cem Concr Res 29:1469–1474

Taylor DW (1956) Fundamentals of Soil Mechanics 100

Transportation Officials, 1993. AASHTO Guide for Design of Pavement Structures. Aashto Vol. 1.

Truc O, Ollivier JP, Carcassès M (2000) A new way for determining the chloride diffusion coefficient in concrete from steady state migration test. Cem Concr Res 30:217–226

Vardanega PJ, Waters TJ (2011) Analysis of Asphalt Concrete Permeability Data Using Representative Pore Size. J Mater Civ Eng 23:169–176

Vennard JK, Street RL (1975) Elementary Fluid Mechanics, 5th edn. Wiley, NY

Wang, C.Y., 1998. Modeling multiphase flow and transport in porous media. Transp. Phenom. Porous Media 383–410.

Wang CY, Cheng P (1996) A multiphase mixture model for multiphase, multicomponent transport in capillary porous media—I. Model development. Int J Heat Mass Transf 39:3607–3618

Wang X-Y, Zhang L-N (2016) Simulation of Chloride Diffusion in Cracked Concrete with Different Crack Patterns. Adv. Mater. Sci. Eng 2016:e1075452

Wegner, J., Ganzer, L., 2012. Numerical Simulation of Oil Recovery by Polymer Injection using COMSOL. Excerpt Proc. 2012 COMSOL Conf. Milan.

Wei Z, Weavers LK (2016) Combining COMSOL modeling with acoustic pressure maps to design sono-reactors. Ultrason Sonochem 31:490–498

Wu LZ, Zhang LM, Zhou Y, Li BE (2017) Analysis of multi-phase coupled seepage and stability in anisotropic slopes under rainfall condition. Environ Earth Sci 76:469

Yang P, Dhandapani Y, Santhanam M, Neithalath N (2020) Simulation of chloride diffusion in fly ash and limestone-calcined clay cement (LC3) concretes and the influence of damage on service-life. Cem. Concr. Res 130:106010

Yuan, Q., Shi, C., De Schutter, G., Audenaert, K., 2008. Effect of temperature on transport of chloride ions in concrete. Concr. Repair Rehabil. Retrofit. II CRC Press. 159–160.

Zamel N, Li X (2008) A parametric study of multi-phase and multi-species transport in the cathode of PEM fuel cells. Int J Energy Res 32:698–721

Zhang P, Li D, Qiao Y, Zhang S, Sun C, Zhao T (2018) Effect of Air Entrainment on the Mechanical Properties, Chloride Migration, and Microstructure of Ordinary Concrete and Fly Ash Concrete. J Mater Civ Eng 30:04018265

Zhang Y, Shi X (2021) Laboratory evaluation of a sustainable additive for anti-icing asphalt. Cold Reg. Sci. Technol 189:103338

Zhao XH, Zhang XD (2011) The Research on the Anti-Icing and Pavement Performance of the Chloride-Stored Asphalt Mixture. Appl Mech Mater 97–98:321–326

Zheng M, Wang C, Han L, Sun Y, Li Y, Ma Z (2016) Laboratory evaluation of long-term anti-icing performance and moisture susceptibility of chloride-based asphalt mixture. Int J Pavement Res Technol 9:140–148

Zheng M, Zhou J, Wu S, Yuan H, Meng J (2015) Evaluation of long-term performance of anti-icing asphalt pavement. Constr Build Mater 84:277–283

Zhong K, Sun M, Chang R (2018) Performance evaluation of high-elastic/salt-storage asphalt mixture modified with Mafilon and rubber particles. Constr Build Mater 193:153–161

Zhou J, Li J, Liu G, Yang T, Zhao Y (2019) Long-Term Performance and Deicing Effect of Sustained-Release Snow Melting Asphalt Mixture. Adv Civ Eng 2019:1940692. https://doi.org/10.1155/2019/1940692