Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Loading Test of GRS Bridge Pier and Abutment in Denver, Colorado
Geosynthetic reinforced soil (GRS) technology has been widely used in the construction of retaining walls, embankments, slopes, and shallow foundations. In July 1996, a 5.5-m high prototype GRS bridge pier was constructed at Turner-Fairbank Highway Research Center, Federal Highway Administration. A series of loading tests have demonstrated that the GRS bridge pier has a very high load capacity and excellent performance characteristics under typical design loads (Adams, 1997). This study was undertaken as a continuation of the Turner-Fairbank's test.
Loading Test of GRS Bridge Pier and Abutment in Denver, Colorado
Geosynthetic reinforced soil (GRS) technology has been widely used in the construction of retaining walls, embankments, slopes, and shallow foundations. In July 1996, a 5.5-m high prototype GRS bridge pier was constructed at Turner-Fairbank Highway Research Center, Federal Highway Administration. A series of loading tests have demonstrated that the GRS bridge pier has a very high load capacity and excellent performance characteristics under typical design loads (Adams, 1997). This study was undertaken as a continuation of the Turner-Fairbank's test.
Loading Test of GRS Bridge Pier and Abutment in Denver, Colorado
K. Ketchart (Autor:in) / J. T. H. Wu (Autor:in)
1997
84 pages
Report
Keine Angabe
Englisch
Performance of geosynthetic-reinforced soil bridge pier and abutment, Denver, Colorado, USA
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