{"id":109743,"date":"2019-06-02T18:53:56","date_gmt":"2019-06-02T16:53:56","guid":{"rendered":"https:\/\/www.geostru.eu\/masw\/"},"modified":"2019-10-08T18:28:52","modified_gmt":"2019-10-08T16:28:52","slug":"masw","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/es\/blog\/2019\/06\/02\/masw\/","title":{"rendered":"MASW"},"content":{"rendered":"<p style=\"text-align: justify\"><strong>MASW<\/strong> (Multichannel Analysis of Surface Waves) es una t\u00e9cnica de investigaci\u00f3n no invasiva que permite definir el perfil de velocidad de las ondas de corte vertical Vs bas\u00e1ndose en la medida de las ondas superficiales, obtenida mediante sensores colocados en la superficie del suelo. La mayor contribuci\u00f3n viene de las <a href=\"https:\/\/es.wikipedia.org\/wiki\/Onda_s\u00edsmica\" target=\"_blank\" rel=\"noopener\"><strong>ondas de Rayleigh<\/strong><\/a>, las cuales se transmiten a una velocidad correlacionada con la rigidez de la porci\u00f3n de terreno afectada por la propagaci\u00f3n de las ondas. En un medio estratificado, las ondas de Rayleigh son dispersivas, o sea ondas con diferentes longitudes de onda se propagan con diferentes velocidades de fase y velocidad de grupo. En otras palabras, la velocidad de fase (o de grupo) aparente de las ondas de <strong>Rayleigh<\/strong> depende de la frecuencia de propagaci\u00f3n, o sea son ondas cuya velocidad depende de la frecuencia. Con <strong>MASW<\/strong> es posible determinar el perfil de velocidad de las odas de corte Vs y por lo tanto el tipo de suelo s\u00edsmico (A, B, C, D, E). A diferencia de la s\u00edsmica de refracci\u00f3n, se usan en cualquier situaci\u00f3n estratigr\u00e1fica, incluso en presencia de nivel fre\u00e1tico.<\/p>\n<p style=\"text-align: justify\"><strong>Elaboraci\u00f3n de datos\u00a0<\/strong><br \/>\nEl an\u00e1lisis <strong>MASW<\/strong> se puede efectuar en cuatro fases:<\/p>\n<p style=\"text-align: justify\">\u2022 la primera fase es la transformaci\u00f3n de las series temporales en el dominio frecuencia f \u2013 n\u00famero de onda K;<\/p>\n<p style=\"text-align: justify\">\u2022 la segunda fase consiste en la identificar las parejas f-k cuyos m\u00e1ximos espectrales de energ\u00eda (densidad espectral) permiten trazar la curva de dispersi\u00f3n de las ondas de Rayleigh en el plano V fase (m\/sec) \u2013 frecuencia (lentitud (s\/m) \u2013 frecuencia (Hz)<\/p>\n<p style=\"text-align: justify\">\u2022 la tercera fase consiste en calcular la curva de dispersi\u00f3n te\u00f3rica mediante la formulaci\u00f3n del perfil de velocidad de las ondas de corte verticali Vs, modificando oportunamente el espesor h, las velocidades de las ondas de corte Vs y de compresi\u00f3n Vp, la densidad de masa \u03c1 de las capas que forman el modelo del suelo;<\/p>\n<p style=\"text-align: justify\">\u2022 la cuarta y \u00faltima fase consiste en modificar la curva te\u00f3rica hasta alcanzar la superposici\u00f3n \u00f3ptima entre la velocidad de fase (o curva de dispersi\u00f3n) experimental y la velocidad de fase (o curva de dispersi\u00f3n) num\u00e9rica correspondiente al modelo de suolo.<\/p>\n<p style=\"text-align: justify\"><a href=\"http:\/\/www.darioflaccovio.it\/geofisica-applicata\/208-onde-di-superficie-in-geofisica-applicata.html\" target=\"_blank\" rel=\"noopener\">Onde di superficie in geofisica applicata<\/a>\u00a0 <a href=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geofisica-es\/easy-masw-multi-channel-analysis-surface-waves\/\" target=\"_blank\" rel=\"noopener\">EasyMasw (Interpretaci\u00f3n autom\u00e1tica de estudios MASW)<\/a><\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center\"><strong><span style=\"font-size: 14pt\"><a href=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geofisica-es\/easy-masw-multi-channel-analysis-surface-waves\/\">SOFTWARE EASY MASW<\/a><\/span><\/strong><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>MASW (Multichannel Analysis of Surface Waves) es una t\u00e9cnica de investigaci\u00f3n no invasiva que permite definir el perfil de velocidad de las ondas de corte vertical Vs bas\u00e1ndose en la medida de las ondas superficiales, obtenida mediante sensores colocados en la superficie del suelo. La mayor contribuci\u00f3n viene de las ondas de Rayleigh, las cuales&hellip;<\/p>\n","protected":false},"author":216,"featured_media":109907,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[584,581,583],"tags":[],"class_list":["post-109743","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articulos-publicaciones-geotecnica","category-articulos-ingenieria-civil","category-articulos-para-la-geologia","category-584","category-581","category-583","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>MASW<\/title>\n<meta name=\"description\" content=\"MASW ((Multichannel Analysis of Surface Waves) \u00e8 una tecnica di indagine non invasiva che consente la definizione del profilo di velocit\u00e0\" \/>\n<meta name=\"robots\" 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He graduated in civil engineering at the University of Calabria (UNICAL) with a thesis entitled \"Programma di calcolo per l\u2019analisi della stabilit\u00e0 dei pendii con metodi numerici avanzati\u201d (Calculation program for the analysis of slope stability with advanced numerical methods). From 1996-1999 he worked as an analyst and software developer specialized in algorithms and development in the main programming languages: pascal, vb, fortran, visual c ++ and in the web full stack developer. In 1999 he founded Geostru, the well-known international software company, for which he produced hundreds of software and sophisticated analysis algorithms. Maturing experience in: advanced mathematical models 2D \/ 3D and graphics programming with OpenGL and DirectX. Between 2000-2014 he was co-supervisor of numerous degree theses and author of technical articles published by Ingenium Edizioni. Between 2014-2019 he published articles in international technical journals and coordinated important university research projects. Since 2014 he is a member of: AGI, ISRM, ISSMGE, AGI-IGS and certificate of AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). Since 2016 he works as analyst, software developer, consultant for insourcing (SC ENGSOFT) and outsourcig activities for important international companies, in the European Silicon Valley, Cluj Napoca.","sameAs":["http:\/\/www.geostru.eu"],"url":"https:\/\/www.geostru.eu\/es\/blog\/author\/filippo-catanzariti\/"}]}},"_links":{"self":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts\/109743"}],"collection":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/users\/216"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/comments?post=109743"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts\/109743\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/media\/109907"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/media?parent=109743"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/categories?post=109743"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/tags?post=109743"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}