dor_id: 4133224

506.#.#.a: Público

590.#.#.d: Los artículos enviados a la revista "Geofísica Internacional", se juzgan por medio de un proceso de revisión por pares

510.0.#.a: Consejo Nacional de Ciencia y Tecnología (CONACyT); Scientific Electronic Library Online (SciELO); SCOPUS, Dialnet, Directory of Open Access Journals (DOAJ); Geobase

561.#.#.u: https://www.geofisica.unam.mx/

650.#.4.x: Físico Matemáticas y Ciencias de la Tierra

336.#.#.b: article

336.#.#.3: Artículo de Investigación

336.#.#.a: Artículo

351.#.#.6: http://revistagi.geofisica.unam.mx/index.php/RGI

351.#.#.b: Geofísica Internacional

351.#.#.a: Artículos

harvesting_group: RevistasUNAM

270.1.#.p: Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

590.#.#.c: Open Journal Systems (OJS)

270.#.#.d: MX

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883.#.#.u: https://revistas.unam.mx/catalogo/

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850.#.#.a: Universidad Nacional Autónoma de México

856.4.0.u: http://revistagi.geofisica.unam.mx/index.php/RGI/article/view/166/158

100.1.#.a: Rodríguez-castellanos, Alejandro; Ávila-carrera, Rafael; Pineda-león, Ernesto; Martínez-calzada, Víctor; Sánchez-sesma, Francisco José

524.#.#.a: Rodríguez-castellanos, Alejandro, et al. (2017). Effects of the soil properties on the sea pressure profile due to seismic motions. Geofísica Internacional; Vol. 56 Núm. 4: Octubre 1, 2017; 359-375. Recuperado de https://repositorio.unam.mx/contenidos/4133224

245.1.0.a: Effects of the soil properties on the sea pressure profile due to seismic motions

502.#.#.c: Universidad Nacional Autónoma de México

561.1.#.a: Instituto de Geofísica, UNAM

264.#.0.c: 2017

264.#.1.c: 2017-10-01

653.#.#.a: Método Indirecto de Elementos Frontera; ondas elásticas; fondo marino; sismo marino; perfil de presiones sísmicas; relación de Poisson; Indirect Boundary Element Method; elastic waves; seabed; seaquake; seismic pressure profile; Poisson’s ratio

506.1.#.a: La titularidad de los derechos patrimoniales de esta obra pertenece a las instituciones editoras. Su uso se rige por una licencia Creative Commons BY-NC-SA 4.0 Internacional, https://creativecommons.org/licenses/by-nc-sa/4.0/legalcode.es, para un uso diferente consultar al responsable jurídico del repositorio por medio del correo electrónico revistagi@igeofisica.unam.mx

884.#.#.k: http://revistagi.geofisica.unam.mx/index.php/RGI/article/view/166

001.#.#.#: 063.oai:revistagi.geofisica.unam.mx:article/166

041.#.7.h: spa

520.3.#.a: Large number of earthquakes have epicenters in offshore areas and their effects are a matter of great concern. This paper applies, for two dimensional problems, the Indirect Boundary Element Method to calculate the seismic pressure profile with the water depth due to the incidence of P- and SV-waves on the seabed, which can be characterized using the soil properties. Moreover, seismic amplifications of the seabed are highlighted. Our formulation can be considered as a numerical implementation of the Huygens’ Principle in which the diffracted waves are constructed at the boundary from which they are radiated. Thus mathematically, it is fully equivalent to the classical Somigliana’s representation theorem. Numerical results show the importance of knowing the properties of the marine soil because the pressure profile has an enormous dependence with respect to them. In some cases, pressure amplifications of six times between extreme values of soil materials can be expected. In addition, results from a layered numerical model evince that large seismic amplifications may be found, they can reach values up to 15.57 and 18.36 times the incident P- and SV-waves, respectively.doi: https://doi.org/10.22201/igeof.00167169p.2017.56.4.1828

773.1.#.t: Geofísica Internacional; Vol. 56 Núm. 4: Octubre 1, 2017; 359-375

773.1.#.o: http://revistagi.geofisica.unam.mx/index.php/RGI

022.#.#.a: ISSN-L: 2954-436X; ISSN impreso: 0016-7169

310.#.#.a: Trimestral

300.#.#.a: Páginas: 359-375

264.#.1.b: Instituto de Geofísica, UNAM

doi: https://doi.org/10.22201/igeof.00167169p.2017.56.4.1828

handle: 00ff1df67f6cbceb

harvesting_date: 2023-06-20 16:00:00.0

856.#.0.q: application/pdf

file_creation_date: 2018-02-01 22:25:46.0

file_modification_date: 2022-04-04 21:22:20.0

file_creator: Alejandro Rodríguez-Castellanos

file_name: c987418fee5d7ad350c1437d9b09176f76ce3a924a0a16da781b76a0101afea8.pdf

file_pages_number: 17

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file_size: 918649

245.1.0.b: Effects of the soil properties on the sea pressure profile due to seismic motions

last_modified: 2023-06-20 16:00:00

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Artículo

Effects of the soil properties on the sea pressure profile due to seismic motions

Rodríguez-castellanos, Alejandro; Ávila-carrera, Rafael; Pineda-león, Ernesto; Martínez-calzada, Víctor; Sánchez-sesma, Francisco José

Instituto de Geofísica, UNAM, publicado en Geofísica Internacional, y cosechado de Revistas UNAM

Licencia de uso

Procedencia del contenido

Entidad o dependencia
Instituto de Geofísica, UNAM
Revista
Repositorio
Contacto
Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

Cita

Rodríguez-castellanos, Alejandro, et al. (2017). Effects of the soil properties on the sea pressure profile due to seismic motions. Geofísica Internacional; Vol. 56 Núm. 4: Octubre 1, 2017; 359-375. Recuperado de https://repositorio.unam.mx/contenidos/4133224

Descripción del recurso

Autor(es)
Rodríguez-castellanos, Alejandro; Ávila-carrera, Rafael; Pineda-león, Ernesto; Martínez-calzada, Víctor; Sánchez-sesma, Francisco José
Tipo
Artículo de Investigación
Área del conocimiento
Físico Matemáticas y Ciencias de la Tierra
Título
Effects of the soil properties on the sea pressure profile due to seismic motions
Fecha
2017-10-01
Resumen
Large number of earthquakes have epicenters in offshore areas and their effects are a matter of great concern. This paper applies, for two dimensional problems, the Indirect Boundary Element Method to calculate the seismic pressure profile with the water depth due to the incidence of P- and SV-waves on the seabed, which can be characterized using the soil properties. Moreover, seismic amplifications of the seabed are highlighted. Our formulation can be considered as a numerical implementation of the Huygens’ Principle in which the diffracted waves are constructed at the boundary from which they are radiated. Thus mathematically, it is fully equivalent to the classical Somigliana’s representation theorem. Numerical results show the importance of knowing the properties of the marine soil because the pressure profile has an enormous dependence with respect to them. In some cases, pressure amplifications of six times between extreme values of soil materials can be expected. In addition, results from a layered numerical model evince that large seismic amplifications may be found, they can reach values up to 15.57 and 18.36 times the incident P- and SV-waves, respectively.doi: https://doi.org/10.22201/igeof.00167169p.2017.56.4.1828
Tema
Método Indirecto de Elementos Frontera; ondas elásticas; fondo marino; sismo marino; perfil de presiones sísmicas; relación de Poisson; Indirect Boundary Element Method; elastic waves; seabed; seaquake; seismic pressure profile; Poisson’s ratio
Idioma
spa
ISSN
ISSN-L: 2954-436X; ISSN impreso: 0016-7169

Enlaces