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- W569142711 abstract "This case history describes the construction from 1981 to 1982 of a section of the Bloomington Road embankment, near Aurora, Ontario, Canada, which incorporates geotextile reinforcement, and was carefully instrumented. The ground in the area is uneven, with many poorly drained organic deposits. The geotextile reinforcement was installed on a section of embankment over a 300m long organic deposit with thickness up to 7.6m. The section was almost 300m long, 1.5m above the original ground level, with a base width of 20m and a crest width of 13.4m. One layer of reinforcement was placed directly on a sand working platform, before the general embankment fill was placed. The platform was constructed directly on the surface of the cleared site. 130m of the embankment used Geolon 1250 geotextile, a plain weave, twisted, polypropylene, multifilament material; the remainder used a Permealiner 1195 geotextile, a calendered polypropylene monofilament with a plain weave. Based on the results of finite element analyses and instrument measurements, the use of a relatively strong geotextile here did not prevent large shear deformations or large consolidation settlements. For the covering abstract see IRRD 865821." @default.
- W569142711 created "2016-06-24" @default.
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- W569142711 date "1993-01-01" @default.
- W569142711 modified "2023-09-27" @default.
- W569142711 title "GEOTEXTILE REINFORCED LOW EMBANKMENT OVER SOFT SOIL, BLOOMINGTON ROAD, ONTARIO, CANADA" @default.
- W569142711 hasPublicationYear "1993" @default.
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