Abstract
Degree of water repellency significantly influences the infiltration behavior of water-repellent soils. In this study, the chemically treated water-repellent kaolin clays with different concentrations (CO) of an organosilane solution are examined to explore the effect of water repellency on its infiltration characteristics. Experimental results show that the soil-water contact angle tends to increase with increasing CO until CO = 5%, and then shows an almost constant value with increasing CO. The water infiltration time (WIT) results show that water infiltration resistance is significantly improved by organosilane treatment (CO ≥ 5%) under low hydrostatic pressure (WP). However, as the hydrostatic pressure increases, WIT is converged (CO = 5%) or exacerbated (CO = 10% and 20%) to the WIT of untreated clay. The different behaviors of infiltration are discussed in terms of wetting patterns. The findings can be used to improve a conventional hydraulic barrier system.
Original language | English |
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Title of host publication | Geotechnical Special Publication |
Editors | Thomas L. Brandon, Richard J. Valentine |
Publisher | American Society of Civil Engineers (ASCE) |
Pages | 730-735 |
Number of pages | 6 |
Edition | GSP 280 |
ISBN (Electronic) | 9780784480472 |
DOIs | |
Publication status | Published - 2017 |
Event | Geotechnical Frontiers 2017 - Orlando, United States Duration: 2017 Mar 12 → 2017 Mar 15 |
Publication series
Name | Geotechnical Special Publication |
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Number | GSP 280 |
Volume | 0 |
ISSN (Print) | 0895-0563 |
Other
Other | Geotechnical Frontiers 2017 |
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Country/Territory | United States |
City | Orlando |
Period | 17/3/12 → 17/3/15 |
Bibliographical note
Publisher Copyright:© ASCE.
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Geotechnical Engineering and Engineering Geology