Abstract
The use of hexadecyltrimethylammonium (HDTMA) bentonite, benzyltriethylammonium (BTEA) bentonite, shale, and granular activated carbon as a sorptive amendment in compacted liners by using laboratory sorption and permeability testing was discussed. A genetic algorithm optimization model was developed and used to design a liner containing sorptive amendments. Results from the laboratory sorption experiments indicated that granular activated carbon exhibited the highest sorptive capacity for the three solutes tested. Results from the optimization analysis indicated that the inclusion of sorptive amendments as a component in compacted soil liners could effectively minimize the transport of organic contaminants.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 3385-3398 |
| Number of pages | 14 |
| Journal | Geotechnical Special Publication |
| Issue number | 130-142 |
| State | Published - Apr 25 2005 |
| Event | Geo-Frontiers 2005 - Austin, TX, United States Duration: Jan 24 2005 → Jan 26 2005 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Geotechnical Engineering and Engineering Geology
Cite this
Bartelt-Hunt, S. L., Burns, S. E., Culver, T. B., & Smith, J. A. (2005). Optimal design of a compacted soil liner containing sorptive amendments. Geotechnical Special Publication, (130-142), 3385-3398.