Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prestressed Pavement Joint Designs, Volume 1
This report presents four transverse joint designs for Prestressed Concrete Pavements. Designs I, II, and III are for an 8-in (203 mm) thick pavement with main slab lengths of 350 ft (107 m). A short prestressed gap slab and a single active joint is used between main slabs. Design IV is for a 7-in (178 mm) thick pavement with main slab lengths of 250 ft (76 m). A tied concrete shoulder is used. Gap slabs are 10 in (250 mm) thick and are conventionally reinforced. An active joint is provided at each end of the gap slab. Design calculations are presented in Appendix A and results of laboratory tests are presented in Appendix B.
Prestressed Pavement Joint Designs, Volume 1
This report presents four transverse joint designs for Prestressed Concrete Pavements. Designs I, II, and III are for an 8-in (203 mm) thick pavement with main slab lengths of 350 ft (107 m). A short prestressed gap slab and a single active joint is used between main slabs. Design IV is for a 7-in (178 mm) thick pavement with main slab lengths of 250 ft (76 m). A tied concrete shoulder is used. Gap slabs are 10 in (250 mm) thick and are conventionally reinforced. An active joint is provided at each end of the gap slab. Design calculations are presented in Appendix A and results of laboratory tests are presented in Appendix B.
Prestressed Pavement Joint Designs, Volume 1
P. J. Nussbaum (Autor:in) / S. D. Tayabji (Autor:in) / A. T. Ciolko (Autor:in)
1983
92 pages
Report
Keine Angabe
Englisch
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