{"id":1886,"date":"2013-07-16T07:44:55","date_gmt":"2013-07-16T07:44:55","guid":{"rendered":"http:\/\/lib.itenas.ac.id\/kti\/?p=1886"},"modified":"2013-07-16T07:48:39","modified_gmt":"2013-07-16T07:48:39","slug":"finite-element-method-based-analysis-of-an-unsaturated-soil-slop1-e-2-subjected-to-rainfall-infiltration","status":"publish","type":"post","link":"https:\/\/lib.itenas.ac.id\/kti\/?p=1886","title":{"rendered":"Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration"},"content":{"rendered":"<p>This study presents results from the finite element analysis of a well instrumented and monitored 11-m high cut slope in Zaoyang, Hubei, China, subjected to rainfall infiltration. This analysis requires to compute simultaneously the deformation and the groundwater flow with time dependent boundary conditions (fully coupled flow-deformation analysis). Based on the available data, the hydraulic parameters required for the applied Van Genuchten models were estimated. The achieved agreement in pore-water pressures and groundwater levels between measurement and analysis using the finite element method can be considered very reasonable for the full time period monitored.<\/p>\n<p><span style=\"direction: ltr;\">Dibuat oleh :\u00a0Indra Noer Hamdhan, \u00a0Helmut F. Schweiger<\/span><\/p>\n<p>E-mail:\u00a0indranh@itenas.ac.id,\u00a0helmut.schweiger@tugraz.at<\/p>\n<p>Kata Kunci :<\/p>\n<p>Keterangan : \u00a0Makalah ini \u00a0dimuat pada\u00a0ASCE International Journal of Geomechanics ISSN (print): 1532-3641 ISSN (online): 1943-5622<\/p>\n<p><a href=\"http:\/\/dx.doi.org\/10.1061\/(ASCE)GM.1943-5622.0000239\">Finite Element Method Based Analysis of an Unsaturated Soil Slop\u00a0Subjected to Rainfall Infiltration<\/a><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>This study presents results from the finite element analysis of a well instrumented and monitored 11-m high cut slope in Zaoyang, Hubei, China, subjected to rainfall infiltration. This analysis requires to compute simultaneously the deformation and the groundwater flow with time dependent boundary conditions (fully coupled flow-deformation analysis). Based on the available data, the hydraulic [&hellip;]<\/p>\n","protected":false},"author":6,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[118,145],"tags":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v21.8 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration - Karya Tulis Ilmiah Itenas<\/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:\/\/lib.itenas.ac.id\/kti\/?p=1886\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration - Karya Tulis Ilmiah Itenas\" \/>\n<meta property=\"og:description\" content=\"This study presents results from the finite element analysis of a well instrumented and monitored 11-m high cut slope in Zaoyang, Hubei, China, subjected to rainfall infiltration. This analysis requires to compute simultaneously the deformation and the groundwater flow with time dependent boundary conditions (fully coupled flow-deformation analysis). Based on the available data, the hydraulic [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/lib.itenas.ac.id\/kti\/?p=1886\" \/>\n<meta property=\"og:site_name\" content=\"Karya Tulis Ilmiah Itenas\" \/>\n<meta property=\"article:published_time\" content=\"2013-07-16T07:44:55+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2013-07-16T07:48:39+00:00\" \/>\n<meta name=\"author\" content=\"Asep Kamaludin\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"Asep Kamaludin\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"1 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/lib.itenas.ac.id\/kti\/?p=1886\",\"url\":\"https:\/\/lib.itenas.ac.id\/kti\/?p=1886\",\"name\":\"Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration - Karya Tulis Ilmiah Itenas\",\"isPartOf\":{\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#website\"},\"datePublished\":\"2013-07-16T07:44:55+00:00\",\"dateModified\":\"2013-07-16T07:48:39+00:00\",\"author\":{\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/f3b1ab90b912c959a933991c65c59fc9\"},\"breadcrumb\":{\"@id\":\"https:\/\/lib.itenas.ac.id\/kti\/?p=1886#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/lib.itenas.ac.id\/kti\/?p=1886\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/lib.itenas.ac.id\/kti\/?p=1886#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"http:\/\/lib.itenas.ac.id\/kti\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration\"}]},{\"@type\":\"WebSite\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#website\",\"url\":\"http:\/\/lib.itenas.ac.id\/kti\/\",\"name\":\"Karya Tulis Ilmiah Itenas\",\"description\":\"Karya Tulis Ilmiah Itenas\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"http:\/\/lib.itenas.ac.id\/kti\/?s={search_term_string}\"},\"query-input\":\"required name=search_term_string\"}],\"inLanguage\":\"en-US\"},{\"@type\":\"Person\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/f3b1ab90b912c959a933991c65c59fc9\",\"name\":\"Asep Kamaludin\",\"image\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"http:\/\/lib.itenas.ac.id\/kti\/#\/schema\/person\/image\/\",\"url\":\"https:\/\/secure.gravatar.com\/avatar\/f3fff432f1af1e74180f39e33a202251?s=96&d=mm&r=g\",\"contentUrl\":\"https:\/\/secure.gravatar.com\/avatar\/f3fff432f1af1e74180f39e33a202251?s=96&d=mm&r=g\",\"caption\":\"Asep Kamaludin\"},\"url\":\"https:\/\/lib.itenas.ac.id\/kti\/?author=6\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration - Karya Tulis Ilmiah Itenas","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:\/\/lib.itenas.ac.id\/kti\/?p=1886","og_locale":"en_US","og_type":"article","og_title":"Finite Element Method Based Analysis of an Unsaturated Soil Slop1 e 2 Subjected to Rainfall Infiltration - Karya Tulis Ilmiah Itenas","og_description":"This study presents results from the finite element analysis of a well instrumented and monitored 11-m high cut slope in Zaoyang, Hubei, China, subjected to rainfall infiltration. 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