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Title: USE OF LOCALLY AVAILABLE SOILS ON SUBBASE AND BASE LAYERS OF FLEXIBLE PAVEMENTS
Accession Number: 00942526
Record Type: Component
Record URL: Availability: Transportation Research Board Business Office 500 Fifth Street, NW Find a library where document is available Abstract: Lateritic soils are very abundant in the region of the Federal District of Brazil. If this material could be used in low-volume roads, it would be possible to avoid some environmental problems. Alternative techniques were developed for the use of nonconventional materials as subbase and base layers of flexible pavements. To analyze the technical and economical viability of using local soils, two experimental highways were constructed. Each highway was divided into three sections with different materials in the subbase and base layers, such as fine lateritic soil, fine lateritic soil stabilized with lime, and a mixture of fine lateritic soil and crushed rock. The compaction characteristics were evaluated in laboratory tests. From the time the segments were constructed (in 1998 and 2000) until 2001, the stress-strain behavior of the paving structures was evaluated by in situ tests, such as the plate-bearing, Benkelman beam, and falling weight deflectometer tests. From the results, conclusions were drawn about which of the chosen materials showed the best performance in mechanical behavior.
Supplemental Notes: This paper appears in Transportation Research Record No. 1819, Volume 2, Eighth International Conference on Low-Volume Roads 2003.
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Ribeiro de Rezende, LCamapum de Carvalho, JPagination: p. 110-121
Publication Date: 2003
Serial: Conference:
Eighth International Conference on Low-Volume Roads
Location:
Reno, Nevada ISBN: 0309077486
Features: Figures
(11)
; References
(15)
; Tables
(6)
TRT Terms:
Base course (Pavements); Benkelman beam; Calcium oxide; Crushed rock; Experimental roads; Falling weight deflectometers; Field tests; Flexible pavements; Laboratory tests; Lateritic soils; Local materials; Low volume roads; Mechanical properties; Performance; Plate bearing test; Soil compaction; Soil stabilization; Strain (Mechanics); Stresses; Subbase (Pavements)
Geographic Terms: Subject Areas: Geotechnology; Highways; I42: Soil Mechanics
Files: TRIS, TRB
Created Date: May 13 2003 12:00AM
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