Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Non-linear Dynamic Modeling of Bridge Embankments Underlain by Liquefied Soil
Non-linear Dynamic Modeling of Bridge Embankments Underlain by Liquefied Soil
Non-linear Dynamic Modeling of Bridge Embankments Underlain by Liquefied Soil
Armstrong, R.J. (Autor:in) / Boulanger, R.W. (Autor:in) / Beaty, M.H. (Autor:in) / Tokyo Kogyo Daigaku
International Conference; 7th, Urban earthquake engineering; (7CUEE) ; 2010 ; Tokyo
Urban earthquake engineering; (7CUEE) ; 463-466
01.01.2010
4 pages
Includes bibliographical references; Also papers from the 5th International conference on earthquake engineering (5ICEE). Same papers on CD-ROM
Aufsatz (Konferenz)
Englisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Liquefied soil pressures on vertical walls with adjacent embankments
British Library Online Contents | 2006
|Liquefied soil pressures on vertical walls with adjacent embankments
Online Contents | 2006
|Dynamic Behavior of Unsaturated Soil Embankments
British Library Conference Proceedings | 1998
|Extensive Damages to Buildings Founded on Sandy Stratum Underlain By Expansive Soil
British Library Conference Proceedings | 2005
|