PulseExploreJournal ClubDebatesTrendingResearchersJournals
Instagram
HomeExploreJournal ClubTrending
Synapse
⌘+K
Synapse
April 30, 20260 citations

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

View Full Paper
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.

Ask AI
Helpful
Bookmark
Share
View Full Paper

Cite This Study

Ji et al. (2026) studied this question.

synapsesocial.com/papers/69f2a49d8c0f03fd677639c8https://doi.org/10.1051/e3sconf/202670701011/pdf
Ask AI
Helpful
Bookmark
Share
View Full Paper

Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Effect of polyacrylamide concentration on runoff redistribution and sediment yield control from karst spoil heaps under simulated rainfall2026
  2. 2Experimental investigation on water retention and tensile strength of polyacrylamide (PAM) treated saline soil2026
  3. 3Multiscale Mechanism of PAM Improvement for Sandy Soil in Shield Tunneling2025 · 1 citations
  4. 4Polyacrylamide-Induced Trade-Offs in Soil Stability and Ecological Function: A Multifunctional Assessment in Granite-Derived Sandy Material2025
  5. 5Strength characteristics of cement stabilized construction waste slurry modified by polyacrylamide with different moisture contents2024