Settlement of embankment above a liquefied ground which is covered by non - liquefiable surface layer
In. Hamada, M, ed; O'Rourke, T, ed. Proceedings from the Sixth Japan - U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction. Buffalo, NY, U.S. National Center for Earthquake Engineering Research (NCEER), Sep. 1996. p.361-90, ilus, tab.
Monografia
em En
| Desastres
| ID: des-9705
Biblioteca responsável:
CR3.1
Localização: CR3.1; DES
ABSTRACT
The seismic deformation of embankment resting on a horizontal ground that is underlain by liquefiable layer is studied by using a bearing capacity formula. Foundation ground is idealized as a two-layers grounds where the liquefiable layer. The liquefiable layer is assumed to reduce its original strength to the post-liquefaction residual strenght during the liquefaction.(AU)
Coleções:
Bases de dados temática
Base de dados:
Desastres
Assunto principal:
Medidas de Segurança
/
25862
/
Terremotos
Idioma:
Inglês
Ano de publicação:
1996
Tipo de documento:
Congresso e conferência
/
Monografia
