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: eBook
Language: English
Published: Washington, D.C. : Transportation Research Board, 2012.
Series: Report (National Cooperative Highway Research Program) ; 717.
Subjects:
Scour at bridges > United States.
Scour (Hydraulic engineering) > United States.
Bridges > United States > Design and construction.
Engineering geology.
United States.
elektronické knihy
electronic books
ISBN: 9781621982777
9780309214117
Physical Description: 1 online zdroj (174 p.) : ill., maps, charts

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Table of contents

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001 77939
003 CZ ZlUTB
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006 m o d
007 cr |n
008 120711s2012 dcuabd sbt 000 0 eng d
020 |a 9781621982777  |q (ebook) 
020 |z 9780309214117 
035 |a (OCoLC)798818389 
040 |a COF  |c COF  |d OCLCQ  |d KNOVL  |d OUP  |d ZCU  |d KNOVL  |d OCLCF  |d OCLCA  |d KNOVL  |d OCLCO 
043 |a n-us--- 
100 1 |a Keaton, Jeffrey R.  |q (Jeffrey Ray) 
245 1 0 |a Scour at bridge foundations on rock  |h [elektronický zdroj] /  |c Jeffrey R. Keaton, Su K. Mishra, Paul E. Clopper. 
260 |a Washington, D.C. :  |b Transportation Research Board,  |c 2012. 
300 |a 1 online zdroj (174 p.) :  |b ill., maps, charts 
490 1 |a NCHRP report,  |x 0077-5614 ;  |v 717 
500 |a At head of title: National Cooperative Highway Research Program. 
500 |a Appendices and spreadsheets referenced in appendices only available online. Spreadsheets available in .zip file format. 
536 |a Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration  |f NCHRP project 24-29. 
520 |a "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. 
504 |a Includes bibliographical references (p. 167-171). 
590 |a Knovel Library  |b ACADEMIC - Civil Engineering & Construction Materials 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity 
650 0 |a Scour at bridges  |z United States. 
650 0 |a Scour (Hydraulic engineering)  |z United States. 
650 0 |a Bridges  |z United States  |x Design and construction. 
650 0 |a Engineering geology. 
651 7 |a United States.  |2 fast  |0 (OCoLC)fst01204155 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Mishra, Subhendu Kumar. 
700 1 |a Clopper, Paul E. 
710 2 |a National Research Council (U.S.).  |b Transportation Research Board. 
710 2 |a National Cooperative Highway Research Program. 
710 2 |a American Association of State Highway and Transportation Officials. 
710 1 |a United States.  |b Federal Highway Administration. 
776 0 8 |i Print version:  |a Keaton, Jeffrey R. (Jeffrey Ray).  |t Scour at bridge foundations on rock.  |d Washington, D.C. : Transportation Research Board, 2012  |z 9780309214117  |w (OCoLC)795866330 
830 0 |a Report (National Cooperative Highway Research Program) ;  |v 717. 
856 4 0 |u https://proxy.k.utb.cz/login?url=http://app.knovel.com/hotlink/toc/id:kpSBFRNCH6/scour_at_bridge_foundations_on_rock_nchrp_report_717  |y Plný text 
992 |a BK  |c KNOVEL 
999 |c 77939  |d 77939 
993 |x NEPOSILAT  |y EIZ 

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