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- W852428774 abstract "Researchers at the Federal Highway Administration's Turner-Fairbank Highway Research Center in McLean, Virginia, recently completed the construction of two full-scale bridge approachways. The facility was constructed to serve as a bridge testing facility. The abutments were designed to accommodate superstructures up to 72 ft (21.9 m) long and 18 ft (5.5 m) wide with girder depths up to 6 ft (1.8 m). The approachways were constructed with geosynthetically reinforced soil (GRS) technology to investigate the use of GRS for bridge-support applications, in particular, for strain characteristics. Other objectives were to investigate L/H ratios (length of fabric to the height of the wall) and demonstrate the versatility of GRS technology. The abutments and embankments were built using a common road base, a polypropylene geotextile, and a segmental retaining wall (SRW). The abutments were designed for load-bearing applications and built with an emphasis placed upon the spacing of the reinforcement, as opposed to the strength of the reinforcement. To further demonstrate the bearing capacity of GRS, a tunnel was constructed through the embankment. Also, decorative patterns were incorporated in the wall design to demonstrate that SRWs can both be attractive and be used to set the theme for an urban park setting." @default.
- W852428774 created "2016-06-24" @default.
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- W852428774 date "2000-08-01" @default.
- W852428774 modified "2023-09-27" @default.
- W852428774 title "REINFORCED SOIL TECHNOLOGY AT FHWA" @default.
- W852428774 hasPublicationYear "2000" @default.
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