Scour at bridge foundations on rock / Jeffrey R. Keaton, Su K. Mishra, Paul E. Clopper.

Author/creator Keaton, Jeffrey R.
Format Electronic
Publication InfoWashington, D.C. : Transportation Research Board,
Description174 p. : ill., maps, charts ; 28 cm.
Supplemental ContentFull text available from Knovel, Academic, Civil Engineering & Construction Materials
Subjects

Other author/creatorMishra, Subhendu Kumar.
Other author/creatorClopper, Paul E.
Other author/creatorNational Research Council (U.S.). Transportation Research Board.
Other author/creatorNational Cooperative Highway Research Program.
Other author/creatorAmerican Association of State Highway and Transportation Officials.
Other author/creatorUnited States. Federal Highway Administration.
SeriesNCHRP report, 0077-5614 ; 717
Report (National Cooperative Highway Research Program) 717. ^A335266
Abstract "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.
General noteAt head of title: National Cooperative Highway Research Program.
General noteAppendices and spreadsheets referenced in appendices only available online. Spreadsheets available in .zip file format.
Bibliography noteIncludes bibliographical references (p. 167-171).
Access restrictionAvailable only to authorized users.
Funding informationResearch sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration NCHRP project 24-29.
Technical detailsMode of access: World Wide Web
Genre/formElectronic books.
LCCN 2012938136
ISBN9780309214117 (pbk.)
ISBN0309214114 (pbk.)

Availability

Library Location Call Number Status Item Actions
Electronic Resources Access Content Online ✔ Available