journal article·2025-10-02Open access

Thermal Regulation and Moisture Accumulation in Embankments with Insulation–Waterproof Geotextile in Seasonal Frost Regions

Kun Zhang, Doudou Jin, Ze Zhang, Yuncheng Mao, Guoyu Li

Applied Sciences· Volume 15· Issue 19

Abstract

As an effective engineering countermeasure against frost heave damage in seasonally frozen regions, thermal insulation boards (TIBs) were employed in embankments. This study established a test section featuring a thermal insulation–waterproof geotextile embankment in Dingxi, Gansu Province. Temperature and water content at various positions and depths within both the thermal insulation embankment (TIE) and an ordinary embankment (OE) were monitored and compared to analyze the effectiveness of the TIB. Following the installation of the insulation layer, the temperature distribution within the embankment became more uniform. The TIB effectively impeded downward heat transfer (cold energy influx) during the winter and upward heat transfer (heat energy flux) during the warm season. However, the water content within the TIE was observed to be higher than that in the OE, with water accumulation notably occurring at the embankment toe. While the TIB successfully mitigated slope damage and superficial soil frost heave, the waterproof geotextile concurrently induced moisture accumulation at the embankment toe. Consequently, implementing complementary drainage measures is essential. In seasonally frozen areas characterized by dry weather and relatively high winter temperatures, the potential damage caused by concentrated rainfall events to embankments requires particular attention.
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Research context

OpenAlex topics: Geotechnical Engineering and Soil Stabilization · Hygrothermal properties of building materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering, Northwest Minzu University, Lanzhou 730024, China

China-Russia Joint Laboratory for Cold Regions Engineering & Environment, School of Civil Engineering and Transportation, Permafrost Institute, Northeast Forestry University, Harbin 150040, China

State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730030, China

Funding

Talent Project of Northwest Minzu University · Scientific and Technical Projects of the Transport Department of Gansu Province, China · Key Research and Development Program guidance project of Heilongjiang province

References (24)

Show source-provided references
1. Zhou, Y. (2000). Frozen Ground of China, Science Press.
2. Qin, D. (2014). Glossary of Cryospheric Science, China Meteorological Press.
3. The Thermodynamics of Frost Damage to Porous Solids10.1039/tf9615701541 ↗
4. Moisture Movement in Soils under Temperature Gradients with the Cold-Side Temperature below Freezin10.1029/WR002i002p00241 ↗
5. Freezing and heaving of saturated and unsaturated soils
6. Guo, F., Shi, H., Cheng, M., Gao, W., Yang, H., and Miao, Q. (2018). A Study of the Insulation Mechanism and Anti-Frost Heave Effects of Polystyrene Boards in Seasonal Frozen Soil. Water, 10.10.3390/w10080979 ↗
7. Progress and prospects of research on frost heave of high speed railway subgrade in seasonally frozen regions
8. Tyler, K.U., Alex, H., Brock, C., Christopher, B., and Cynthia, A.C. (2018, January 9–10). Investigating the Thermal Performance of Expanded Polystyrene as a Function of Core Temperature using Static and Dynamic Thermal Conductivity Values. Proceedings of the eSim 2018: 10th Conference of IBPSA, Montréal, QC, Canada.
9. Basyigit, C., and Özel, C. (2003, January 22–27). Thermal insulation properties of expanded polystyrene as construction and insulating materials. Proceedings of the 15th Symposium in Thermophysical Properties, Boulder, CO, USA.
10. Numerical studies for the thermal regime of a roadbed with insulation on permafrost10.1016/S0165-232X(02)00028-9 ↗
11. Seasonal Response and Damage Evaluation of Pavements Comprised of Insulation Layers10.1007/s42947-019-0022-3 ↗
12. Engineering Test Research of XPS Insulation Structure Applied in High Speed Railway of Seasonal Frozen Soil Roadbed10.1016/j.proeng.2016.06.179 ↗
13. The thermal effect of strengthening measures in an insulated embankment in a permafrost region10.1016/j.coldregions.2015.04.003 ↗
14. Determination of optimum insulation thickness for environmental impact reduction of pipe insulation10.1016/j.applthermaleng.2016.03.010 ↗
15. Effects of air gap on insulation thickness and life cycle costs for different pipe diameters in pipeline10.1016/j.energy.2017.01.125 ↗
16. Heat transfer in a tower foundation with ground surface insulation and periodic freezing and thawing10.1016/j.ijheatmasstransfer.2010.02.003 ↗
17. Investigation of the Insulation Effect of Thermal Insulation Layer in the Seasonally Frozen Region Tunnel: A Case Study in the Zuomutai Tunnel, China10.1155/2019/4978359 ↗
18. Numerical investigation on thermal insulation layer of a tunnel in seasonally frozen regions10.1016/j.applthermaleng.2018.04.063 ↗
19. Long-term evaluations of insulated road in the Qinghai-Tibetan plateau10.1016/j.coldregions.2006.01.001 ↗
20. Numerical analysis for the ventilated embankment with thermal insulation layer in Qing–Tibetan railway10.1016/j.coldregions.2005.01.003 ↗
21. Seasonal thermal insulation to mitigate climate change impacts on foundations in permafrost regions10.1016/j.coldregions.2016.09.008 ↗
22. Thaw depths in permafrost soils under road embankments in the presence of heat insulation on slopes
23. Numerical modelling of anti-frost heave measures of high-speed railway subgrade in cold regions10.1016/j.coldregions.2017.05.009 ↗
24. Numerical simulation of efficient cooling by coupled RR and TCPT on railway embankments in permafrost regions10.1016/j.applthermaleng.2018.01.070 ↗