← Volver a resultados
Ficha bibliográfica · Consulta y acceso
Artículo de revista

Centrifugal model tests on vertical strip drains in soft soil foundation

WANG Cun 1, HOU Yu-jing 1, LIU Guo-bao 2, PENG Ren 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

Material complementario disponible
Lectura rápida. Revisá los datos básicos del recurso y luego accedé al contenido desde el botón principal. En esta ficha solo se muestra la información necesaria para identificar la obra, citarla y abrirla.
Publicación seriada

3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm

Esta publicación seriada contiene 241 contenidos relacionados.

Acceso al recurso

Entrá al contenido desde la opción principal o elegí otra fuente disponible.

Acceso principal

Material complementario disponible

El enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Abrir material

Resumen

Descripción general del contenido del recurso.

Centrifugal model tests are carried out to simulate the construction and operation of the dike on a soft soil foundation for the purpose of taxiway construction on the seashore. The vertical strip drains are adopted for the soft foundation treatment and they are simulated by a kind of model cylinder vertical drains in centrifuge models based on the principles of the same consolidation degree in the foundation in average for both types of drains. During the model tests, the construction processes are also simulated by loading dike materials layer by layer. Laser displacement sensors are installed for settlement measurement. Based on the test data, the final settlement of the dike is estimated by using the empirical hyperbolic method. The consolidation degree of the foundation over time is also calculated by getting the average consolidation degrees of the sludge and the sand under the dike. By comparing the simulated consolidation degree of the soft foundation after 5 years operation based on the test results of settlement with that of the theoretical calculation, it is shown that the proposed simulation method for vertical strip drains is feasible and acceptable.

Cómo citar

Elegí el formato que necesitás y copiá la referencia al portapapeles.

APA 7

WANG Cun 1, H. Y. J. 1. L. G. B. 2. P. R. 3. (2017). Centrifugal model tests on vertical strip drains in soft soil foundation. https://doi.org/10.11779/CJGE2017S1034

MLA

WANG Cun 1, HOU Yu-jing 1, LIU Guo-bao 2, PENG Ren 3. "Centrifugal model tests on vertical strip drains in soft soil foundation." 2017. https://doi.org/10.11779/CJGE2017S1034.

Chicago

WANG Cun 1, HOU Yu-jing 1, LIU Guo-bao 2, PENG Ren 3. 2017. "Centrifugal model tests on vertical strip drains in soft soil foundation.". https://doi.org/10.11779/CJGE2017S1034.

Harvard

WANG Cun 1, H. Y. J. 1. L. G. B. 2. P. R. 3. 2017, Centrifugal model tests on vertical strip drains in soft soil foundation, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE2017S1034 [Accessed 28 Jun. 2026].

Compartir e imprimir

Guardá la ficha, copiá su enlace permanente o imprimila como PDF.

Exportar referencia

Si usás un gestor bibliográfico, podés exportar el registro en los formatos más comunes.

Detalles del recurso

Información bibliográfica útil para confirmar que se trata del material correcto.

Título
Centrifugal model tests on vertical strip drains in soft soil foundation
Autor / colaboradores
WANG Cun 1, HOU Yu-jing 1, LIU Guo-bao 2, PENG Ren 3
Editorial
Editorial Office of Chinese Journal of Geotechnical Engineering
Año de publicación
2017
ISSN
1000-4548
ISSN
1000-4548
Idioma
eng

Materias

Explorá otros recursos relacionados a partir de estas materias.

Copiado