Experimental study on the uplift deformation of underground structures induced by soil liquefaction
In. U.S. National Center for Earthquake Engineering Research (NCEER). Proceedings from the fourth Japan-U.S. workshop on earthquake resistant design of lifeline facilities and countermeasures for soil liquefaction. New York, U.S. National Center for Earthquake Engineering Research (NCEER), Aug. 1992. p.413-23, ilus, tab. (Technical Report NCEER, 1, 92-0019).
Monography
en En
| DESASTRES
| ID: des-7934
Biblioteca responsable:
CR3.1
Ubicación: CR3.1; DES
ABSTRACT
Earthquake-induced soil liquefaction causes uplift deformation of lifeline facilities buried in saturated sand layers. This paper presents results of shaking table tests carried out to evaluate the uplift deformation of an underground structure with a rectangular section buried in liquefiable layers. In these tests, the thickness of a liquefiable layer below an underground structure and the size of a structure section are varied. The excess pore water pressures and the accelerations in liquefied ground models are measured. Furthermore, the deformation of liquefied sand layers surrounding the underground structure model is observed.(AU)
Colección:
05-specialized
Base de datos:
DESASTRES
Asunto principal:
Proyectos de Investigación
/
Suelos Arenosos
/
Suelos Saturados
/
Terremotos
Tipo de estudio:
Prognostic_studies
Idioma:
En
Revista:
Technical Report NCEER
Año:
1992
Tipo del documento:
Congress and conference
/
Monography