Wave propagation in discontinuous media, which is of interest for design analysis of underground structures and geotechnical works in general, is studied in this paper with the scattering matrix method. This method determines the response of a system, i.e. the discontinuous medium, excited by an elastic wave. Both P, SV or SH waves can be applied to the model with any oblique angle of incidence. The scattering matrix is composed of reflection and transmission coefficients of a single joint or a set of parallel joints. The analytical solution is obtained in the frequency domain and allows one to consider multiple wave reflections between joints. Reflected and transmitted waves are calculated for one and more joints in dry or fluid filled conditions. The solutions obtained are compared with analytical and numerical solutions available in the literature or obtained independently by using the Distinct Element Method.
Wave propagation in discontinuous media / Perino, Andrea; Barla, Giovanni Battista; Orta, Renato. - STAMPA. - 1°:(2010), pp. 285-288. (Intervento presentato al convegno European Rock Mechanics Symposium EUROCK 2010 tenutosi a Lausanne nel 15-18 June 2010).
Wave propagation in discontinuous media
PERINO, ANDREA;BARLA, Giovanni Battista;ORTA, Renato
2010
Abstract
Wave propagation in discontinuous media, which is of interest for design analysis of underground structures and geotechnical works in general, is studied in this paper with the scattering matrix method. This method determines the response of a system, i.e. the discontinuous medium, excited by an elastic wave. Both P, SV or SH waves can be applied to the model with any oblique angle of incidence. The scattering matrix is composed of reflection and transmission coefficients of a single joint or a set of parallel joints. The analytical solution is obtained in the frequency domain and allows one to consider multiple wave reflections between joints. Reflected and transmitted waves are calculated for one and more joints in dry or fluid filled conditions. The solutions obtained are compared with analytical and numerical solutions available in the literature or obtained independently by using the Distinct Element Method.File | Dimensione | Formato | |
---|---|---|---|
Abstract.pdf
accesso aperto
Tipologia:
Abstract
Licenza:
PUBBLICO - Tutti i diritti riservati
Dimensione
14.07 kB
Formato
Adobe PDF
|
14.07 kB | Adobe PDF | Visualizza/Apri |
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
https://hdl.handle.net/11583/2370909
Attenzione
Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo