Texto completo
Vista Previa |
PDF (Portable Document Format)
- Se necesita un visor de ficheros PDF, como GSview, Xpdf o Adobe Acrobat Reader
Descargar (278kB) | Vista Previa |
On the use of trenches and walls on the control of ground transmitted railway vibrations
Cita
Mateo Bermejo, J. and Alarcón Álvarez, Enrique 
ORCID: https://orcid.org/0000-0001-6538-7814
(1994).
On the use of trenches and walls on the control of ground transmitted railway vibrations.
En: "16th. International Boundary Element Method Conference", 12/07/1994-15/07/1994, Southampton. ISBN 1-85312-283-1.
ORCID: https://orcid.org/0000-0001-6538-7814
(1994).
On the use of trenches and walls on the control of ground transmitted railway vibrations.
En: "16th. International Boundary Element Method Conference", 12/07/1994-15/07/1994, Southampton. ISBN 1-85312-283-1.
Descripción
| Título: | On the use of trenches and walls on the control of ground transmitted railway vibrations |
|---|---|
| Autor/es: |
|
| Tipo de Documento: | Ponencia en Congreso o Jornada (Artículo) |
| Título del Evento: | 16th. International Boundary Element Method Conference |
| Fechas del Evento: | 12/07/1994-15/07/1994 |
| Lugar del Evento: | Southampton |
| Título del Libro: | Boundary Element Method XVI |
| Fecha: | 1994 |
| ISBN: | 1-85312-283-1 |
| Materias: | |
| ODS: | |
| Escuela: | E.T.S.I. Industriales (UPM) |
| Departamento: | Mecánica Estructural y Construcciones Industriales [hasta 2014] |
| Licencias Creative Commons: | Reconocimiento - Sin obra derivada - No comercial |
Resumen
An actual case of an underground railway in the neighbourhood of habitation buildings has been analyzed. The study has been based on a twodimensional BEM model including a tunnel and a typical building. The soil properties were obtained using geophysical techniques.
After a sensitivity study, the model has been simplyfied and validated by comparison with "in situ" measurements.
Using this simplyfied model, a parametric study has been done including trenches and walls of different materials and different depths at two different distances from the tunnel. The reductions obtained with the different solutions can then be compared.
Más información
| ID de Registro: | 22481 |
|---|---|
| Identificador DC: | https://oa.upm.es/22481/ |
| Identificador OAI: | oai:oa.upm.es:22481 |
| URL Oficial: | http://library.witpress.com/pages/PaperInfo.asp?Pa... |
| Depositado por: | Biblioteca ETSI Industriales |
| Depositado el: | 20 Feb 2014 12:23 |
| Ultima Modificación: | 21 Abr 2016 14:38 |
Acciones
- Estadísticas
- Exportar cita
- Editar (sólo personal del Archivo)
