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Geotextiles in Landfills
The experimental study was initiated to evaluate the performances of 4 different geotextiles used as reinforcement underneath a 30 foot high embankment. The foundation material consisted of 40 foot deep fly ash which was deposited over an 8 year period. A comprehensive instrumentation program was designed for the study, and the performance of the embankment, foundation material, and the geotextiles were monitored for 9 consecutive months. The results indicated that all selected geotextiles performed well, and each of them could have been selected with high safety factor. It was also concluded that each project should be individually analyzed and investigated before a geotextile is selected to meet the needs of a particular project.
Geotextiles in Landfills
The experimental study was initiated to evaluate the performances of 4 different geotextiles used as reinforcement underneath a 30 foot high embankment. The foundation material consisted of 40 foot deep fly ash which was deposited over an 8 year period. A comprehensive instrumentation program was designed for the study, and the performance of the embankment, foundation material, and the geotextiles were monitored for 9 consecutive months. The results indicated that all selected geotextiles performed well, and each of them could have been selected with high safety factor. It was also concluded that each project should be individually analyzed and investigated before a geotextile is selected to meet the needs of a particular project.
Geotextiles in Landfills
M. Derakhshandeh (author) / N. Chou (author)
1990
56 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Solid Wastes Pollution & Control , Geotechnical fabrics , Earth fills , Embankments , Reinforcing materials , Settlement(Structural) , Backfills , Fly ash , Construction materials , Reinforcement(Structural) , Soil stabilization , Highway construction
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