Feasibility Experiment and Simulation on Controlling the “Pot Cover Effect” of Subgrade in Seasonally Frozen Regions by Capillary Barrier Layer

ABSTRACT The pot cover effect can increase the moisture content in shallow soil, which reduces subgrade strength and may lead to engineering issues, such as pavement cracks and deformation. Therefore, studying the prevention measures for the subgrade pot cover effect is essential. This paper proposes preventive measures, inspired by capillary barrier layers used in landfills, that involve installing such layers to mitigate the subgrade pot cover effect. First, a self‐designed test device was used to compare the hydrothermal changes in conventional fill subgrade and subgrade with gravel and sand capillary barrier layer in a seasonal frozen soil environment. Second, a water–vapor–heat coupling model was developed to simulate the quantitative changes in water migration induced by the capillary barrier layer during the experiment. Finally, the long‐term effect of using a capillary barrier layer to mitigate the pot cover effect on a loess subgrade in northwest China was simulated. The results show that at a depth of 2.5 cm, the liquid water content without a capillary barrier increases with the number of freeze–thaw cycles, reaching a maximum increase of 5.9%. In contrast, the maximum increase in liquid water content at the same depth in the soil layer with a capillary barrier is only 0.9%; the water vapor flux of the subgrade with a capillary barrier layer is 1/10 of that of the subgrade without a capillary barrier layer. The proposed capillary barrier layer method offers theoretical insights for mitigating the pot cover effect and guiding future subgrade designs.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-04-20
DOI
https://doi.org/10.1002/nag.3985
Citations
1
Primary Topic
Climate change and permafrost
Type
article
Field-Weighted Citation Impact
1.30

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article

Feasibility Experiment and Simulation on Controlling the “Pot Cover Effect” of Subgrade in Seasonally Frozen Regions by Capillary Barrier Layer

Feng Wei, Pengfei Zhao, Mingli Zhang, Yaling Chou et al.
1 citations
International Journal for Numerical and Analytical Methods in Geomechanics
Climate change and permafrost
1.30
article

Feasibility Experiment and Simulation on Controlling the “Pot Cover Effect” of Subgrade in Seasonally Frozen Regions by Capillary Barrier Layer

Feng Wei, Pengfei Zhao, Mingli Zhang, Yaling Chou, Ruiling Zhang, Dong Mi
article en
1 citations

Abstract

ABSTRACT The pot cover effect can increase the moisture content in shallow soil, which reduces subgrade strength and may lead to engineering issues, such as pavement cracks and deformation. Therefore, studying the prevention measures for the subgrade pot cover effect is essential. This paper proposes preventive measures, inspired by capillary barrier layers used in landfills, that involve installing such layers to mitigate the subgrade pot cover effect. First, a self‐designed test device was used to compare the hydrothermal changes in conventional fill subgrade and subgrade with gravel and sand capillary barrier layer in a seasonal frozen soil environment. Second, a water–vapor–heat coupling model was developed to simulate the quantitative changes in water migration induced by the capillary barrier layer during the experiment. Finally, the long‐term effect of using a capillary barrier layer to mitigate the pot cover effect on a loess subgrade in northwest China was simulated. The results show that at a depth of 2.5 cm, the liquid water content without a capillary barrier increases with the number of freeze–thaw cycles, reaching a maximum increase of 5.9%. In contrast, the maximum increase in liquid water content at the same depth in the soil layer with a capillary barrier is only 0.9%; the water vapor flux of the subgrade with a capillary barrier layer is 1/10 of that of the subgrade without a capillary barrier layer. The proposed capillary barrier layer method offers theoretical insights for mitigating the pot cover effect and guiding future subgrade designs.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 49(10)
Lanzhou University of Technology (CN), Lanzhou University (CN)
National Natural Science Foundation of China, Chinese Academy of Sciences
Openalex Percentile: Top 24%
Climate change and permafrost
1.30
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