A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Maximum Scour Depth Around a Bridge Pier in Sand and in Clay: Are They Equal?
Maximum Scour Depth Around a Bridge Pier in Sand and in Clay: Are They Equal?
Maximum Scour Depth Around a Bridge Pier in Sand and in Clay: Are They Equal?
Briaud, J.-L. (author) / Ting, F. C. K. (author) / Chen, H. C. (author) / Gudavalli, S. R. (author) / Kwak, K. (author) / O'Neill, M. W. / Townsend, F. C. / American Society of Civil Engineers
International deep foundations congress; Deep foundations 2002, an international perspective on theory, design, construction, and performance ; 2002 ; Orlando, FL
2002-01-01
11 pages
Includes bibliographical references and index
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Maximum Scour Depth at Bridge Piers in Sand and Clay are Equal
| British Library Conference Proceedings | 1999
Clear-Water Scour around Bridge Pier Group
| Online Contents | 1994
Bridge Pier Scour in Clay-Sand Mixed Sediments at Near-Threshold Velocity for Sand
| British Library Online Contents | 2010