Abstract
This paper presents clogging induced reduction in the water flow capacity of six commercially available geotextiles. Each drain material was placed within fine-grained soil slurry undergoing staged consolidation up to 400 kPa. The mechanism of physical clogging and subsequently the effect of ultrasonic excitation in the removal of clogged particles have been explained. The drainability performance of geotextiles has been evaluated by conducting in-plane (transmissivity) and cross-plane (permittivity) permeability tests. Cross-plane flow of clogged specimen reduced more drastically than in-plane flow. Clogged specimens showed significant reduction in the flow capacity under increasing normal pressure, however, after ultrasonic cleaning clogging potential reduced nearly to unity for all geotextiles tested. Ultrasonic cleaning efficiency for all clogged geotextiles was more than 80% and the severity of clogging rose with decreasing thickness. However, after ultrasonic cleaning for 5 minutes duration the clogging potential reduced to unity, which was irrespective of applied normal pressure.
| Original language | English |
|---|---|
| Title of host publication | 5th ICEG Environmental Geotechnics: Opportunities, Challenges and Responsibilities for Environmental Geotechnics - Proceedings of the ISSMGE 5th Int. Congress |
| Pages | 148-155 |
| Number of pages | 8 |
| Volume | I |
| Publication status | Published - 2006 |
| Externally published | Yes |
| Event | 5th ICEG Environmental Geotechnics: Opportunities, Challenges and Responsibilities for Environmental Geotechnics - International Society of Soil Mechanics and Geotechnical Engineering's (ISSMGE) 5th International Congress - Cardiff, Wales Duration: 2006 Jun 26 → 2006 Jun 30 |
Other
| Other | 5th ICEG Environmental Geotechnics: Opportunities, Challenges and Responsibilities for Environmental Geotechnics - International Society of Soil Mechanics and Geotechnical Engineering's (ISSMGE) 5th International Congress |
|---|---|
| City | Cardiff, Wales |
| Period | 06/6/26 → 06/6/30 |
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ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Civil and Structural Engineering
- Environmental Engineering
- Waste Management and Disposal
Cite this
Ultrasonic cleaning of clogged geosynthetic drain. / Ghosh, C.; Yasuhara, K.; Komine, Hideo; Konami, T.; Kudo, Y.
5th ICEG Environmental Geotechnics: Opportunities, Challenges and Responsibilities for Environmental Geotechnics - Proceedings of the ISSMGE 5th Int. Congress. Vol. I 2006. p. 148-155.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Ultrasonic cleaning of clogged geosynthetic drain
AU - Ghosh, C.
AU - Yasuhara, K.
AU - Komine, Hideo
AU - Konami, T.
AU - Kudo, Y.
PY - 2006
Y1 - 2006
N2 - This paper presents clogging induced reduction in the water flow capacity of six commercially available geotextiles. Each drain material was placed within fine-grained soil slurry undergoing staged consolidation up to 400 kPa. The mechanism of physical clogging and subsequently the effect of ultrasonic excitation in the removal of clogged particles have been explained. The drainability performance of geotextiles has been evaluated by conducting in-plane (transmissivity) and cross-plane (permittivity) permeability tests. Cross-plane flow of clogged specimen reduced more drastically than in-plane flow. Clogged specimens showed significant reduction in the flow capacity under increasing normal pressure, however, after ultrasonic cleaning clogging potential reduced nearly to unity for all geotextiles tested. Ultrasonic cleaning efficiency for all clogged geotextiles was more than 80% and the severity of clogging rose with decreasing thickness. However, after ultrasonic cleaning for 5 minutes duration the clogging potential reduced to unity, which was irrespective of applied normal pressure.
AB - This paper presents clogging induced reduction in the water flow capacity of six commercially available geotextiles. Each drain material was placed within fine-grained soil slurry undergoing staged consolidation up to 400 kPa. The mechanism of physical clogging and subsequently the effect of ultrasonic excitation in the removal of clogged particles have been explained. The drainability performance of geotextiles has been evaluated by conducting in-plane (transmissivity) and cross-plane (permittivity) permeability tests. Cross-plane flow of clogged specimen reduced more drastically than in-plane flow. Clogged specimens showed significant reduction in the flow capacity under increasing normal pressure, however, after ultrasonic cleaning clogging potential reduced nearly to unity for all geotextiles tested. Ultrasonic cleaning efficiency for all clogged geotextiles was more than 80% and the severity of clogging rose with decreasing thickness. However, after ultrasonic cleaning for 5 minutes duration the clogging potential reduced to unity, which was irrespective of applied normal pressure.
UR - http://www.scopus.com/inward/record.url?scp=34249035544&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=34249035544&partnerID=8YFLogxK
M3 - Conference contribution
SN - 0727734741
SN - 9780727734747
VL - I
SP - 148
EP - 155
BT - 5th ICEG Environmental Geotechnics: Opportunities, Challenges and Responsibilities for Environmental Geotechnics - Proceedings of the ISSMGE 5th Int. Congress
ER -