Infiltration resistance of hydrophobic soil slopes under extreme rainfall: centrifuge model tests

  • Yun, S. -M.; 
  • Kim, B. -S.; 
  • Park, S. -W.; 
  • Kim, J. -H.
Citations

WEB OF SCIENCE

0
Citations

SCOPUS

0

초록

The increasing frequency of extreme rainfall necessitates slope protection methods that directly regulate infiltration. This study proposes engineered hydrophobicity as a delay-based infiltration control mechanism. Centrifuge model tests were conducted to evaluate slopes containing hydro-phobically treated soil layers under prototype-scale rainfall (90 mm/h). Compared to untreated slopes, the hydrophobic layers delayed wetting-front progression and pore-water pressure buildup. Although thicker hydrophobic layers increased infiltration delay, they also reduced post-rainfall drainage efficiency and promoted water accumulation near the lower slope. Comparative tests using silica sand and recycled fine aggregates demonstrated the applicability of the method to dif-ferent soil types, with recycled materials providing comparable resistance. These results indicate that engineered hydrophobic soils can function as delay-based infiltration-control layers under extreme rainfall conditions.

키워드

centrifuge modelling; engineered soil hydrophobicity; extreme rainfall; infiltration control; slopes; PRECIPITATION
제목
Infiltration resistance of hydrophobic soil slopes under extreme rainfall: centrifuge model tests
저자
Yun, S. -M.; Kim, B. -S.; Park, S. -W.; Kim, J. -H.
DOI
10.1680/jgele.26.00028
발행일
2026-08-03
유형
Article; Early Access
저널명
Geotechnique Letters