Scour at bridge foundations on rock

"This report provides a methodology for estimating the time rate of scour and the design scour depth for a bridge founded on rock, as well as design and construction guidelines for application of the methodology. It will be of interest to hydraulic, bridge, and geotechnical engineers responsibl...

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Bibliographic Details
Main Author Keaton, Jeffrey R.
Corporate Authors National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, United States. Federal Highway Administration
Other Authors Mishra, Subhendu Kumar, Clopper, Paul E.
Format Electronic eBook
LanguageEnglish
Published Washington, D.C. : Transportation Research Board, 2012.
SeriesReport (National Cooperative Highway Research Program) ; 717.
Subjects
Online AccessFull text
ISBN9781621982777
1621982777
9780309214117
0309214114
ISSN0077-5614 ;
Physical Description1 online resource (174 pages) : illustrations, maps, charts.

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Summary:"This report provides a methodology for estimating the time rate of scour and the design scour depth for a bridge founded on rock, as well as design and construction guidelines for application of the methodology. It will be of interest to hydraulic, bridge, and geotechnical engineers responsible for designing bridge foundations on rock or maintenance engineers concerned about existing bridges founded on erodible rock."--Foreword.
Item Description:At head of title: National Cooperative Highway Research Program.
Appendices and spreadsheets referenced in appendices only available online. Spreadsheets available in .zip file format.
Bibliography:Includes bibliographical references (pages 167-171).
ISBN:9781621982777
1621982777
9780309214117
0309214114
ISSN:0077-5614 ;
Access:Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
Physical Description:1 online resource (174 pages) : illustrations, maps, charts.