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April 30, 20260 citations

Moisture infiltration characteristics of capillary barrier covers constructed with PAM-modified quarry waste

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LJLitong JiLLLei LiuXHXingxing He

Key Points

  • This research aims to enhance the impermeability and ecological suitability of quarry waste covers using PAM-modified soil layers.
  • Constructed a capillary-barrier cover with coarse and fine soil layers modified by PAM.
  • Conducted indoor soil-column infiltration experiments with varying PAM dosages: 0%, 0.3%, and 0.6%.
  • Measured volumetric water content and matric suction at different depths during rainfall infiltration.
  • PAM application increased water storage within the cover layer and delayed wetting-front migration.
  • At 7.5 cm depth, wetting-front arrival times increased from 0.35 h (T1) to 1.67 h (T3).
  • Peak volumetric water content at the capillary-barrier increased from 39.93% (T1) to 48.53% (T3).
  • Interface breakthrough time increased with PAM dosage, reaching 13.38 h for T3.

Abstract

To improve the impermeability, water-retention capacity, and ecological suitability of quarry waste covers, an artificial ecological soil was prepared from typical waste rock collected from a quarry in Ezhou, Hubei Province, China. A capillary-barrier cover consisting of coarse and fine soil layers was then constructed, and the fine layer was amended with anionic polyacrylamide (PAM) to enhance its water-holding and seepage- control performance. Indoor soil-column infiltration experiments were conducted to examine the effects of PAM dosage, namely 0% (T1), 0.3% (T2), and 0.6% (T3), on volumetric water content and matric suction at different depths during rainfall infiltration. The results showed that PAM markedly delayed wetting-front migration and increased water storage within the cover layer. At a depth of 7.5 cm, wetting-front arrival times were 0.35 h, 0.59 h, and 1.67 h for T1, T2, and T3, respectively; at 30 cm, the corresponding values were 1.91 h, 3.06 h, and 6.21 h. Distinct water accumulation and backflow occurred at the capillary-barrier interface, where the peak volumetric water content increased from 39.93% in T1 to 46.04% in T2 and 48.53% in T3. Interface breakthrough time also increased with PAM dosage, reaching 4.28 h, 6.81 h, and 13.38 h, respectively. Overall, PAM-modified capillary-barrier covers effectively reduced infiltration and enhanced interfacial water retention, providing a basis for anti-seepage design and ecological restoration of quarry waste cover systems.

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Cite This Study

Ji et al. (2026) studied this question.

synapsesocial.com/papers/69f2a49d8c0f03fd677639c8https://doi.org/10.1051/e3sconf/202670701011/pdf
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