Chapter
Feb 22, 2024

Multiphysics Simulation of the Effects of Wicking Geotextile on Mitigating Frost Effects on Cold Region Pavement

Publication: Geo-Congress 2024

ABSTRACT

Geotextile has numerous benefits in improving pavement performance such as drainage, barrier, filtration, and reinforcement. Wicking geotextile is a relatively new geotextile product with the ability to autogenously drain water from soils. This paper introduces the development and implementation of a multiphysics model to simulate the performance of wicking geotextile in pavement system subjected to freezing climate. A variety of environmental effects are taken into account through specific boundary condition settings, from which various climatic factors, ground water level, ground heat, and drainage influence on the system can be captured and simulated by the model. The simulation results are first validated with field data from long-term pavement performance (LTPP) road section in cold region. The validated model is further utilized to analyze the impact of geotextile on the same LTPP section. The simulated results shows that wicking geotextile can generate suction concentration around its installation location, reduces the overall unfrozen water content in pavement, decreases the magnitude of frost heave, postpones the time of frost heave initiation, and has insignificant effect on frost depth.

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REFERENCES

Alavi, M. Z., Pouranian, M. R., and Hajj, E. Y. (2014). Prediction of asphalt pavement temperature profile with finite control volume method. Transportation Research Record, 2456(2456), 96–106. https://doi.org/10.3141/2456-10.
Anderson, D. M., Tice, A. R., and McKim, H. L. (1973). unfrozen water and the apparent specific heat capacity of frozen soils. International Conference on Permafrost, 2d, Yakutsk, Siberia, 1973. Papers. https://doi.org/10.3/JQUERY-UI.JS.
Biswas, N., Puppala, A. J., Khan, M. A., Congress, S. S. C., Banerjee, A., and Chakraborty, S. (2021). Evaluating the Performance of Wicking Geotextile in Providing Drainage for Flexible Pavements Built over Expansive Soils. Https://Doi.Org/10.1177/03611981211001381, 2675(9), 208–221. https://doi.org/10.1177/03611981211001381.
Cass, A., Campbell, G. S., and Jones, T. L. (1981). Hydraulic and Thermal Properties of Soil Samples from the Buried Waste Test Facility. United States Departemtn of Energy, October, 23.
Deng, Q., Liu, X., Zeng, C., He, X., Chen, F., and Zhang, S. (2021). A freezing-thawing damage characterization method for highway subgrade in seasonally frozen regions based on thermal-hydraulic-mechanical coupling model. Sensors, 21(18), 6251. https://doi.org/10.3390/s21186251.
Dong, S., Jiang, Y., and Yu, X. (2021). Analyses of the Impacts of Climate Change and Forest Fire on Cold Region Slopes Stability by Random Finite Element Method. Landslides, 18(7), 2531–2545. https://doi.org/10.1007/s10346-021-01637-1.
Guo, J., Wang, F., Zhang, X., and Han, J. (2017). Quantifying Water Removal Rate of a Wicking Geotextile under Controlled Temperature and Relative Humidity. Journal of Materials in Civil Engineering, 29(1), 1–8. https://doi.org/10.1061/(asce)mt.1943-5533.0001703.
Huang, K., Zollinger, D. G., Shi, X., and Sun, P. (2017). A developed method of analyzing temperature and moisture profiles in rigid pavement slabs. Construction and Building Materials, 151, 782–788. https://doi.org/10.1016/j.conbuildmat.2017.06.120.
Koopmans, R. W. R., and Miller, R. D. (1966). Soil Freezing and Soil Water Characteristic Curves. Soil Science Society of America Journal, 30(6), 680–685. https://doi.org/10.2136/sssaj1966.03615995003000060011x.
Lin, C., Presler, W., Zhang, X., Jones, D., and Odgers, B. (2017). Long-Term Performance of Wicking Fabric in Alaskan Pavements. Journal of Performance of Constructed Facilities, 31(2), D4016005. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000936.
Lin, C., Zhang, X., Galinmoghadam, J., and Guo, Y. (2022). Working mechanism of a new wicking geotextile in roadway applications: A numerical study. Geotextiles and Geomembranes, 50(2), 323–336. https://doi.org/10.1016/j.geotexmem.2021.11.009.
Liu, Z., and Yu, X. (2011). Coupled thermo-hydro-mechanical model for porous materials under frost action: Theory and implementation. Acta Geotechnica, 6(2), 51–65. https://doi.org/10.1007/s11440-011-0135-6.
McInnes, K. J. (1981). Thermal conductivities of soils from dryland wheat regions of Eastern Washington. MS Thesis, Washington State University.
Morbidelli, R., Corradini, C., Saltalippi, C., Flammini, A., Dari, J., and Govindaraju, R. S. (2018). Rainfall infiltration modeling: A review. Water (Switzerland), 10(12). https://doi.org/10.3390/w10121873.
Schlangen, E. (2000). Online Help/Manual module HEAT of FEMMASSE, 1990-2000. FEMMASSE Bv, The Netherlands.
Spaans, M. (1996). Monte Carlo models of the physical and chemical properties of inhomogeneous interstellar clouds. Astronomy and Astrophysics, 307(1), 271–287.
Tang, T., Shen, Y., Liu, X., Zhang, Z., Xu, J., and Zhang, Z. (2021). The effect of horizontal freezing on the characteristics of water migration and matric suction in unsaturated silt. Engineering Geology, 288, 106166. https://doi.org/10.1016/j.enggeo.2021.106166.
van Genuchten, M. T. (1980). A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils 1. Soil Science Society of America Journal, 44, 892–898.
Zhang, X., and Galinmoghadam, J. (2020). Performance of Wicking Geotextile on Mitigating Water Pumping Issue on I-44 Highway. March.
Zornberg, J. G., Azevedo, M., Sikkema, M., and Odgers, B. (2017). Geosynthetics with enhanced lateral drainage capabilities in roadway systems. Transportation Geotechnics, 12, 85–100. https://doi.org/10.1016/j.trgeo.2017.08.008.

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Geo-Congress 2024
Pages: 62 - 71

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Published online: Feb 22, 2024

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Yusheng Jiang [email protected]
1Research Assistant, Dept. of Civil and Environmental Engineering, Case Western Reserve Univ., Cleveland, OH. Email: [email protected]
Zaid Alajlan [email protected]
2Research Assistant, Dept. of Civil and Environmental Engineering, Case Western Reserve Univ., Cleveland, OH. Email: [email protected]
Claudia Zapata [email protected]
3Associate Professor, School of Sustainable Engineering and the Built Environment, Ira A. Fulton Schools of Engineering, Arizona State Univ. Email: [email protected]
Xiong (Bill) Yu [email protected]
4Professor, Dept. of Civil and Environmental Engineering, Case Western Reserve Univ., Cleveland, OH. Email: [email protected]

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