{"id":27143,"date":"2017-01-20T18:21:35","date_gmt":"2017-01-20T16:21:35","guid":{"rendered":"https:\/\/www.geostru.eu\/ro\/limit-state-liquefaction-c-hsein-juang\/"},"modified":"2017-06-02T17:55:08","modified_gmt":"2017-06-02T15:55:08","slug":"limit-state-liquefaction-c-hsein-juang","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/01\/20\/limit-state-liquefaction-c-hsein-juang\/","title":{"rendered":"Limit State of Liquefaction C. Hsein Juang 2006"},"content":{"rendered":"<p style=\"text-align: justify;\">The limit state for liquefaction triggering\u00a0is obtained using a neural network-based searching technique developed\u00a0by Juang et al. \u00012000b\u0002. The technique involves the training\u00a0of supervised feed-forward neural networks with the \u201cfull\u201d\u00a0database of case histories and its subsets or samples. The successfully\u00a0trained neural network that generates the most accurate\u00a0input\u2013output relationship is adopted in the subsequent step for\u00a0searching \u201cdata points\u201d on the unknown boundary surface.\u00a0Regression analyses of the searched data points, with some engineering\u00a0judgment, yields the following empirical equation for\u00a0liquefaction resistance:<\/p>\n<p style=\"text-align: center;\">CRR = exp\u0003(-2.8781 + 0.000309\u0001(qc1N,m\u0002)<sup>1.8\u0004 \u00011<\/sup>\u0002) \u00a0 \u00a0<strong>(1)<\/strong><\/p>\n<p style=\"text-align: justify;\">where:<\/p>\n<p>qc1N,m=stress-normalized cone tip resistance qc1N adjusted\u00a0for the effect of \u201cfines\u201d on liquefaction \u0001thus, qc1N,m=K\u00b7qc1N\u0002.<\/p>\n<p>The \u00a0stress-normalized cone tip resistance qc1N used herein follows the\u00a0definition by Idriss and Boulanger \u00012004\u0002, although the difference\u00a0between this definition and that by Robertson and Wride \u00011998\u0002 is\u00a0rather small for the cases examined.<\/p>\n<p style=\"text-align: justify;\">K is part of the regression model and expressed as:<\/p>\n<p style=\"text-align: justify;\">K = 1 for Ic &lt;\u0005 1.64\u0002<strong> (2)<\/strong><br \/>\n=1 + 80.06\u0001(Ic \u2212 1.64\u0002)(\u0001qc1N\u0002)<sup>\u22121.2194<\/sup> for 1.64\u0001 &lt;Ic&lt; \u0001 2.38\u0002<br \/>\n=1 + 59.24\u0001(qc1N\u0002)<sup>\u22121.2194<\/sup> for Ic&gt;\u0002 2.38 \u0002<\/p>\n<p>Both Ic and qc1N in Eqs. \u00012\u0002 are dimensionless. The term Ic in\u00a0Eqs. \u00012\u0002 is a variant of the soil behavior type index defined by\u00a0Lunne et al. \u00011997\u0002 and Robertson and Wride \u00011998\u0002, and updated\u00a0in Zhang et al. \u00012002\u0002. Although Ic was initially developed for soil\u00a0classification, use of Ic to \u201cgage\u201d the effect of \u201cfines\u201d on liquefaction\u00a0resistance is well accepted \u0001Robertson and Wride 1998;\u00a0Youd et al. 2001;<\/p>\n<p style=\"text-align: justify;\">As with any simplified methods that follow the general framework \u00a0by Seed and Idriss \u00011971\u0002, CRR is defined as the critical\u00a0CSR that causes liquefaction for a given soil. Thus, it is essential<br \/>\nthat the CRR equation has to be used along with the reference\u00a0CSR equation. To use Eq. \u00011\u0002 for determination of CRR, the\u00a0following cyclic stress ratio model must be used:<\/p>\n<p style=\"text-align: center;\">CSR7.5\u03c3\u0004 = 0.65\u00b7(\u03c3<sub>v<\/sub>\/\u03c3&#8217;<sub>v<\/sub>)\u00b7(a<sub>max<\/sub>\/g)\u00b7r<sub>d<\/sub>\u00b7(1\/MSF)\u00b7(1\/K<sub>\u03c3<\/sub>) <strong>(3)<\/strong><\/p>\n<p style=\"text-align: justify;\">where:<\/p>\n<p>g=acceleration of gravity, which is the unit for amax;<br \/>\nrd=depth-dependent shear stress reduction factor\u00a0\u0001dimensionless\u0002;<br \/>\nMSF=magnitude scaling factor \u0001dimensionless\u0002;<br \/>\nK<sub>\u03c3<\/sub>\u0004=overburden correction factor \u0001dimensionless\u0002 for CSR.<\/p>\n<p style=\"text-align: justify;\">In Eq. \u00013\u0002, CSR7.5,\u0004 is the CSR defined by Seed and Idriss\u00a0\u00011971\u0002 adjusted to the conditions of Mw \u0001moment magnitude\u0002=7.5\u00a0and \u03c3\u0004=100 kPa. Such adjustment makes it easier to process case\u00a0histories from different earthquakes and with soils of concern at\u00a0different overburden pressures \u0001Juang et al. 2003\u0002. It should be\u00a0noted that in this paper, the terms rd, MSF, and K<sub>\u03c3<\/sub> are calculated\u00a0with the formulae recommended by Idriss and \u00a0Boulanger \u00012004\u0002;<\/p>\n<p style=\"text-align: justify;\">The method C. Hsein Juang was implemented in software <strong>LIQUITER<\/strong><\/p>\n<p style=\"text-align: justify;\"><a href=\"http:\/\/ascelibrary.org\/doi\/pdf\/10.1061\/(ASCE)1090-0241(2006)132%3A3(337)\">More details<\/a><\/p>\n<p style=\"text-align: justify;\">\n","protected":false},"excerpt":{"rendered":"<p>The limit state for liquefaction triggering\u00a0is obtained using a neural network-based searching technique developed\u00a0by Juang et al. \u00012000b\u0002. The technique involves the training\u00a0of supervised feed-forward neural networks with the \u201cfull\u201d\u00a0database of case histories and its subsets or samples. The successfully\u00a0trained neural network that generates the most accurate\u00a0input\u2013output relationship is adopted in the subsequent step for\u00a0searching&hellip;<\/p>\n","protected":false},"author":216,"featured_media":21119,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[592,591,589,644],"tags":[702],"class_list":["post-27143","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articole-geotehnic","category-articole-pentru-geologie","category-inginerie-civila","category-news-ro","tag-limit-state-of-liquefaction-c-hsein-juang-2006-ro","category-592","category-591","category-589","category-644","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>Limit State of Liquefaction C. Hsein Juang 2006 - GeoStru EU<\/title>\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\/ro\/blog\/2017\/01\/20\/limit-state-liquefaction-c-hsein-juang\/\" \/>\n<meta property=\"og:locale\" content=\"ro_RO\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Limit State of Liquefaction C. Hsein Juang 2006\" \/>\n<meta property=\"og:description\" content=\"The limit state for liquefaction triggering\u00a0is obtained using a neural network-based searching technique developed\u00a0by Juang et al. \u00012000b\u0002. The technique involves the training\u00a0of supervised feed-forward neural networks with the \u201cfull\u201d\u00a0database of case histories and its subsets or samples. The successfully\u00a0trained neural network that generates the most accurate\u00a0input\u2013output relationship is adopted in the subsequent step for\u00a0searching&hellip;\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/01\/20\/limit-state-liquefaction-c-hsein-juang\/\" \/>\n<meta property=\"og:site_name\" content=\"GeoStru EU\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GeoStruSoftware\/\" \/>\n<meta property=\"article:published_time\" content=\"2017-01-20T16:21:35+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2017-06-02T15:55:08+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/03\/emilia_san_carlo_liquefazione.png\" \/>\n\t<meta property=\"og:image:width\" content=\"833\" \/>\n\t<meta property=\"og:image:height\" content=\"627\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\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=\"Scris de\" \/>\n\t<meta name=\"twitter:data1\" content=\"filippo catanzariti\" \/>\n\t<meta name=\"twitter:label2\" content=\"Timp estimat pentru citire\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/01\/20\/limit-state-liquefaction-c-hsein-juang\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/01\/20\/limit-state-liquefaction-c-hsein-juang\/\"},\"author\":{\"name\":\"filippo catanzariti\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\"},\"headline\":\"Limit State of Liquefaction C. 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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\/ro\/blog\/author\/filippo-catanzariti\/\"}]}<\/script>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Limit State of Liquefaction C. 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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\/ro\/blog\/author\/filippo-catanzariti\/"}]}},"_links":{"self":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/27143"}],"collection":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/users\/216"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/comments?post=27143"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/27143\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media\/21119"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media?parent=27143"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/categories?post=27143"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/tags?post=27143"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}