{"id":122386,"date":"2017-01-20T17:25:04","date_gmt":"2017-01-20T15:25:04","guid":{"rendered":"https:\/\/www.geostru.eu\/blog\/2017\/01\/20\/utilizzo-di-prove-penetrometriche-statiche-punta-elettrica-per-la-stima-del-potenziale-di-liquefazione\/"},"modified":"2020-09-21T23:50:13","modified_gmt":"2020-09-21T21:50:13","slug":"uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/","title":{"rendered":"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n"},"content":{"rendered":"<p>Licuefacci\u00f3n y ensayos penetrom\u00e9tricos est\u00e1ticos<\/p>\n<p style=\"text-align: justify\">El ensayo penetrom\u00e9trico est\u00e1tico (CPT) es una t\u00e9cnica de investigaci\u00f3n muy utilizada por motivos de costos y tiempos. Si bien el uso del penetr\u00f3metro el\u00e9ctrico (CPTe) se comienza a difundir, muchas bases de datos geot\u00e9cnicos ya existentes contienen prevalentemente los resultados de ensayos de tipo mec\u00e1nico (CPTm). Los bancos de datos geot\u00e9cnicos son particularmente \u00fatiles en el caso de problemas de geotecnia de grandes \u00e1reas, como la micro zonaci\u00f3n del territorio para definir el riesgo s\u00edsmico. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos <strong>CPTe<\/strong>. La aplicaci\u00f3n de estos procedimientos a los ensayos CPTm conduce generalmente a subestimar el riesgo asociado a la licuefacci\u00f3n y por lo a resultados no precautorios.<\/p>\n<p style=\"text-align: justify\">El objetivo de este trabajo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.<\/p>\n<p><strong>Diferencias entre los resultados de ensayos CPTe y CPTm <\/strong><\/p>\n<p>Los resultados de ensayos CPTe y CPTm difieren entre ellos por causa principalmente de:<br \/>\na) diferente geometr\u00eda de la punta del instrumento,<br \/>\nb) diferentes formas de aplicaci\u00f3n de las fuerzas que producen la hinca del instrumento ,<br \/>\nc) diferente formas de adquirir las medidas de resistencia,<br \/>\nd) posible deviaci\u00f3n de las astas de la vertical, corregida en los ensayos CPTe y no en los ensayos CPTm,<br \/>\ne) diferente volumen de terreno al que se refiere el dato adquirido.<\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: left\"><b>C\u00e1lculo<\/b><strong> del Factor de Seguridad a la licuefacci\u00f3n<br \/>\n<\/strong><br \/>\nEl factor de seguridad de la licuefacci\u00f3n (FSL) se define de la siguiente manera:<\/p>\n<p style=\"text-align: center\">FSL =CRR<sub>M=7.5<\/sub>\u00b7\u03c3<sub>v<\/sub>\/(CSR)\u00b7MSF \u00b7K\u03c3<\/p>\n<p>con:<\/p>\n<p>CRR<sub>M=7.5<\/sub>\u00b7<sub>s\u03c3<\/sub>: \u00a0Relaci\u00f3n de Resistencia C\u00edclica por magnitud M = 7.5 y tensi\u00f3n vertical efectiva \u03c3<sub>v<\/sub>=1 atm (<em>Cyclic Resistance Ratio<\/em>)<\/p>\n<p>MSF: Factor de Escala de la Magnitud (Magnitude Scale Factor)<\/p>\n<p>K<sub>\u03c3<\/sub>: Factor de correcci\u00f3n de la tensi\u00f3n litost\u00e1tica (Overburden Correction Factor)<\/p>\n<p>CSR: Relaci\u00f3n de Tensi\u00f3n C\u00edclica (Cyclic Stress Ratio) que se puede determinar mediante el procedimiento simplificado de SEED e IDRISS [1982]:<\/p>\n<p style=\"text-align: center\">CSR = 0.65\u00b7 (a<sub>max<\/sub>\/g) \u00b7 (\u03c3<sub>vo<\/sub>\/\u03c3\u2019<sub>vo<\/sub>) \u00b7 rd<\/p>\n<p>donde\u00a0 a<sub>max<\/sub> es la aceleraci\u00f3n m\u00e1xima en superficie, g es la aceleraci\u00f3n de gravedad, \u03c3<sub>vo <\/sub>y \u03c3\u2019<sub>vo <\/sub>las tensiones geoest\u00e1ticas verticales totales y efectivas, rd coeficiente de reducci\u00f3n de las tensiones.<\/p>\n<p><b>La resistencia\u00a0c\u00edclica a la licuefacci\u00f3n CRR<\/b><\/p>\n<p>La resistencia c\u00edclica a la licuefacci\u00f3n <strong>CRR<\/strong> se puede valorar con ensayos c\u00edclicos de\u00a0 laboratorio o con correlaciones emp\u00edricas basadas en resultados de ensayos y medidas in situ (NSPT, CPTM, CPTE). El diagrama de flujo ilustra claramente c\u00f3mo calcular la CRR7.5 (P. K. Robertson e K.L. Cabal &#8211; 2012)<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-27123\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg\" alt=\"diagramma di flusso calcolo crr\" width=\"665\" height=\"836\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg 665w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr-500x629.jpg 500w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr-239x300.jpg 239w\" sizes=\"(max-width: 665px) 100vw, 665px\" \/><\/p>\n<p>&nbsp;<\/p>\n<p><strong>Ecuaciones de regresiones CPTE funci\u00f3n de CPTM<\/strong><\/p>\n<p>Mediante las siguientes ecuaciones de regresi\u00f3n se recalculan las resistencias para punta el\u00e9ctrica para dos modelos de c\u00e1lculo (Juang et al. 2006, Boulanger e Idriss 2014), y por lo tanto se recalculan todas las grandezas funci\u00f3n de qc1Ncs (CRR<sub>M=7.5<\/sub>\u00b7<sub>s<\/sub><sub>v<\/sub>, MSF, K<sub>\u03c3, <\/sub>ecc.):<\/p>\n<p style=\"text-align: center\">qc1Ncs,e=0.8714\u00b7qc1Ncs,m+4.3138 (Juang et al. 2006)<\/p>\n<p style=\"text-align: center\">qc1Ncs,e=0.0260\u00b7qc1Ncs,m<sup>1.5611<\/sup>+49.6590 (Boulanger e Idriss 2014)<\/p>\n<p>&nbsp;<\/p>\n<blockquote><p>Tomado del art\u00edculo de: <a href=\"https:\/\/flore.unifi.it\/browse?type=author&amp;authority=rp14942&amp;authority_lang=en\">MADIAI, CLAUDIA<\/a> <a href=\"https:\/\/flore.unifi.it\/browse?type=author&amp;authority=rp11576&amp;authority_lang=en\">VANNUCCHI, GIOVANNI<\/a><\/p>\n<p>Publicado en la <a href=\"http:\/\/www.associazionegeotecnica.it\/\" target=\"_blank\" rel=\"noopener noreferrer\">rivista Italiana di geotecnica<\/a> 3\/2016<\/p>\n<p>Algoritmos implementados en el Liquiter 2017<\/p><\/blockquote>\n","protected":false},"excerpt":{"rendered":"<p>Licuefacci\u00f3n y ensayos penetrom\u00e9tricos est\u00e1ticos El ensayo penetrom\u00e9trico est\u00e1tico (CPT) es una t\u00e9cnica de investigaci\u00f3n muy utilizada por motivos de costos y tiempos. Si bien el uso del penetr\u00f3metro el\u00e9ctrico (CPTe) se comienza a difundir, muchas bases de datos geot\u00e9cnicos ya existentes contienen prevalentemente los resultados de ensayos de tipo mec\u00e1nico (CPTm). Los bancos de&hellip;<\/p>\n","protected":false},"author":216,"featured_media":27125,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[584,581,583],"tags":[],"class_list":["post-122386","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>Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n - GeoStru<\/title>\n<meta name=\"description\" content=\"Licuefacci\u00f3n y ensayos penetrom\u00e9tricos. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos CPTe. El objetivo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n\" \/>\n<meta property=\"og:description\" content=\"Licuefacci\u00f3n y ensayos penetrom\u00e9tricos. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos CPTe. El objetivo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\" \/>\n<meta property=\"og:site_name\" content=\"GeoStru\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GeoStruSoftware\/\" \/>\n<meta property=\"article:published_time\" content=\"2017-01-20T15:25:04+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2020-09-21T21:50:13+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"665\" \/>\n\t<meta property=\"og:image:height\" content=\"836\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"filippo catanzariti\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@geostru\" \/>\n<meta name=\"twitter:site\" content=\"@geostru\" \/>\n<meta name=\"twitter:label1\" content=\"Escrito por\" \/>\n\t<meta name=\"twitter:data1\" content=\"filippo catanzariti\" \/>\n\t<meta name=\"twitter:label2\" content=\"Tiempo de lectura\" \/>\n\t<meta name=\"twitter:data2\" content=\"3 minutos\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\"},\"author\":{\"name\":\"filippo catanzariti\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\"},\"headline\":\"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n\",\"datePublished\":\"2017-01-20T15:25:04+00:00\",\"dateModified\":\"2020-09-21T21:50:13+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\"},\"wordCount\":601,\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#organization\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg\",\"articleSection\":[\"Art\u00edculos geot\u00e9cnica\",\"Art\u00edculos ingenier\u00eda\",\"Art\u00edculos para la geolog\u00eda\"],\"inLanguage\":\"es\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\",\"url\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\",\"name\":\"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n - GeoStru\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg\",\"datePublished\":\"2017-01-20T15:25:04+00:00\",\"dateModified\":\"2020-09-21T21:50:13+00:00\",\"description\":\"Licuefacci\u00f3n y ensayos penetrom\u00e9tricos. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos CPTe. El objetivo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.\",\"breadcrumb\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#breadcrumb\"},\"inLanguage\":\"es\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"es\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg\",\"width\":665,\"height\":836},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/www.geostru.eu\/es\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#website\",\"url\":\"https:\/\/www.geostru.eu\/es\/\",\"name\":\"GeoStru\",\"description\":\"Professionals at your service\",\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/www.geostru.eu\/es\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"es\"},{\"@type\":\"Organization\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#organization\",\"name\":\"GeoStru\",\"url\":\"https:\/\/www.geostru.eu\/es\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"es\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png\",\"width\":363,\"height\":115,\"caption\":\"GeoStru\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/\"},\"sameAs\":[\"https:\/\/www.facebook.com\/GeoStruSoftware\/\",\"https:\/\/x.com\/geostru\",\"https:\/\/www.linkedin.com\/company\/geostru-software\/\",\"https:\/\/www.instagram.com\/geostru\/\"]},{\"@type\":\"Person\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\",\"name\":\"filippo catanzariti\",\"description\":\"Filippo Catanzariti (b. 4 June 1969, Calabria, Italy) is a civil engineer, software developer and entrepreneur. He graduated in Civil Engineering, geotechnical track, at the University of Calabria in 1996, with a thesis entitled \\\"Programma di calcolo per l'analisi della stabilita dei pendii con metodi numerici avanzati\\\" (A calculation program for slope stability analysis using advanced numerical methods) - the work that became his first commercial product. He has been registered with the Order of Engineers of Reggio Calabria (no. 1839) since 1996. From 1996 to 1999 he worked as an analyst and software developer specialising in numerical algorithms, in Pascal, Visual Basic, Fortran and Visual C++, and in full-stack web development. He works with advanced 2D and 3D mathematical models and with graphics programming in OpenGL and DirectX. In 1999 he founded GeoStru, an international geotechnical software house whose catalogue he largely authored: slope stability and rockfall analysis, foundations and retaining structures, finite element analysis, geophysics and site investigation, hydrology and hydrogeology, and reinforced concrete design. Since 2016 he has run SC Engsoft S.r.l. in Cluj-Napoca, Romania, and he is technical and scientific consultant to GoMeeting. His most recent work is GeoStru.ai, a platform delivering geotechnical and civil calculation through natural-language conversation while keeping the analysis itself on deterministic, auditable algorithms. Between 2005 and 2013 he co-supervised degree theses at the University of Calabria and the Mediterranea University of Reggio Calabria. He teaches accredited professional-development courses for geologists and engineers under accreditation from the Italian Consiglio Nazionale dei Geologi. His peer-reviewed work includes papers in Green World Journal (2021), Marine and Petroleum Geology (2022), Journal of Mediterranean Earth Sciences (2022), Geosciences (2024) and Bulletin of Engineering Geology and the Environment (2026), together with memorie at the XXVII and XXVIII Italian National Geotechnical Conferences. He co-authored \\\"Terre rinforzate\\\" (EPC Editore, 2023) and \\\"Terrae Motus\\\". He has been a member of AGI, ISRM, ISSMGE and AGI-IGS since 2014, and holds a certificate from AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). ORCID: 0009-0001-2495-6395 - Scopus Author ID: 57936189800 - Google Scholar: ZiY1VZUAAAAJ\",\"sameAs\":[\"http:\/\/www.geostru.eu\"],\"url\":\"https:\/\/www.geostru.eu\/es\/blog\/author\/filippo-catanzariti\/\"}]}<\/script>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n - GeoStru","description":"Licuefacci\u00f3n y ensayos penetrom\u00e9tricos. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos CPTe. El objetivo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/","og_locale":"es_ES","og_type":"article","og_title":"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n","og_description":"Licuefacci\u00f3n y ensayos penetrom\u00e9tricos. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos CPTe. El objetivo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.","og_url":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/","og_site_name":"GeoStru","article_publisher":"https:\/\/www.facebook.com\/GeoStruSoftware\/","article_published_time":"2017-01-20T15:25:04+00:00","article_modified_time":"2020-09-21T21:50:13+00:00","og_image":[{"width":665,"height":836,"url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg","type":"image\/jpeg"}],"author":"filippo catanzariti","twitter_card":"summary_large_image","twitter_creator":"@geostru","twitter_site":"@geostru","twitter_misc":{"Escrito por":"filippo catanzariti","Tiempo de lectura":"3 minutos"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"Article","@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#article","isPartOf":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/"},"author":{"name":"filippo catanzariti","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd"},"headline":"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n","datePublished":"2017-01-20T15:25:04+00:00","dateModified":"2020-09-21T21:50:13+00:00","mainEntityOfPage":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/"},"wordCount":601,"publisher":{"@id":"https:\/\/www.geostru.eu\/es\/#organization"},"image":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg","articleSection":["Art\u00edculos geot\u00e9cnica","Art\u00edculos ingenier\u00eda","Art\u00edculos para la geolog\u00eda"],"inLanguage":"es"},{"@type":"WebPage","@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/","url":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/","name":"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n - GeoStru","isPartOf":{"@id":"https:\/\/www.geostru.eu\/es\/#website"},"primaryImageOfPage":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage"},"image":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg","datePublished":"2017-01-20T15:25:04+00:00","dateModified":"2020-09-21T21:50:13+00:00","description":"Licuefacci\u00f3n y ensayos penetrom\u00e9tricos. Desde hace ya muchos a\u00f1os se han desarrollado procesos simplificados de estimaci\u00f3n del potencial de licuaci\u00f3n s\u00edsmica con los resultados de ensayos CPTe. El objetivo es precisamente establecer un procedimiento para poder utilizar tambi\u00e9n los resultados de los ensayos CPTm presentes en las bases de datos geot\u00e9cnicos regionales con el fin de evaluar el potencial de licuefacci\u00f3n s\u00edsmica.","breadcrumb":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#breadcrumb"},"inLanguage":"es","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/"]}]},{"@type":"ImageObject","inLanguage":"es","@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#primaryimage","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/01\/diagramma-di-flusso-calcolo-crr.jpg","width":665,"height":836},{"@type":"BreadcrumbList","@id":"https:\/\/www.geostru.eu\/es\/blog\/2017\/01\/20\/uso-de-ensayos-penetrometricos-estaticos-con-punta-electrica-para-estimar-el-potencial-de-licuefaccion\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.geostru.eu\/es\/"},{"@type":"ListItem","position":2,"name":"Uso de ensayos penetrom\u00e9tricos est\u00e1ticos con punta el\u00e9ctrica para estimar el potencial de licuefacci\u00f3n"}]},{"@type":"WebSite","@id":"https:\/\/www.geostru.eu\/es\/#website","url":"https:\/\/www.geostru.eu\/es\/","name":"GeoStru","description":"Professionals at your service","publisher":{"@id":"https:\/\/www.geostru.eu\/es\/#organization"},"potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/www.geostru.eu\/es\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"es"},{"@type":"Organization","@id":"https:\/\/www.geostru.eu\/es\/#organization","name":"GeoStru","url":"https:\/\/www.geostru.eu\/es\/","logo":{"@type":"ImageObject","inLanguage":"es","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png","width":363,"height":115,"caption":"GeoStru"},"image":{"@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/"},"sameAs":["https:\/\/www.facebook.com\/GeoStruSoftware\/","https:\/\/x.com\/geostru","https:\/\/www.linkedin.com\/company\/geostru-software\/","https:\/\/www.instagram.com\/geostru\/"]},{"@type":"Person","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd","name":"filippo catanzariti","description":"Filippo Catanzariti (b. 4 June 1969, Calabria, Italy) is a civil engineer, software developer and entrepreneur. He graduated in Civil Engineering, geotechnical track, at the University of Calabria in 1996, with a thesis entitled \"Programma di calcolo per l'analisi della stabilita dei pendii con metodi numerici avanzati\" (A calculation program for slope stability analysis using advanced numerical methods) - the work that became his first commercial product. He has been registered with the Order of Engineers of Reggio Calabria (no. 1839) since 1996. From 1996 to 1999 he worked as an analyst and software developer specialising in numerical algorithms, in Pascal, Visual Basic, Fortran and Visual C++, and in full-stack web development. He works with advanced 2D and 3D mathematical models and with graphics programming in OpenGL and DirectX. In 1999 he founded GeoStru, an international geotechnical software house whose catalogue he largely authored: slope stability and rockfall analysis, foundations and retaining structures, finite element analysis, geophysics and site investigation, hydrology and hydrogeology, and reinforced concrete design. Since 2016 he has run SC Engsoft S.r.l. in Cluj-Napoca, Romania, and he is technical and scientific consultant to GoMeeting. His most recent work is GeoStru.ai, a platform delivering geotechnical and civil calculation through natural-language conversation while keeping the analysis itself on deterministic, auditable algorithms. Between 2005 and 2013 he co-supervised degree theses at the University of Calabria and the Mediterranea University of Reggio Calabria. He teaches accredited professional-development courses for geologists and engineers under accreditation from the Italian Consiglio Nazionale dei Geologi. His peer-reviewed work includes papers in Green World Journal (2021), Marine and Petroleum Geology (2022), Journal of Mediterranean Earth Sciences (2022), Geosciences (2024) and Bulletin of Engineering Geology and the Environment (2026), together with memorie at the XXVII and XXVIII Italian National Geotechnical Conferences. He co-authored \"Terre rinforzate\" (EPC Editore, 2023) and \"Terrae Motus\". He has been a member of AGI, ISRM, ISSMGE and AGI-IGS since 2014, and holds a certificate from AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). ORCID: 0009-0001-2495-6395 - Scopus Author ID: 57936189800 - Google Scholar: ZiY1VZUAAAAJ","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\/122386"}],"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=122386"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts\/122386\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/media\/27125"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/media?parent=122386"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/categories?post=122386"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/tags?post=122386"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}