{"http:\/\/lib.itenas.ac.id\/kti\/?p=1874":{"http:\/\/www.w3.org\/1999\/02\/22-rdf-syntax-ns#type":[{"type":"uri","value":"http:\/\/rdfs.org\/sioc\/ns#Post"},{"type":"uri","value":"http:\/\/rdfs.org\/sioc\/types#BlogPost"}],"http:\/\/purl.org\/dc\/elements\/1.1\/title":[{"type":"literal","value":"Slope Stability Analysis with the Finite Element Method"}],"http:\/\/purl.org\/dc\/terms\/identifier":[{"type":"literal","value":"1874","datatype":"http:\/\/www.w3.org\/2001\/XMLSchema#integer"}],"http:\/\/purl.org\/dc\/elements\/1.1\/modified":[{"type":"literal","value":"2013-07-16","datatype":"http:\/\/www.w3.org\/2001\/XMLSchema#date"}],"http:\/\/purl.org\/dc\/elements\/1.1\/created":[{"type":"literal","value":"2013-07-16","datatype":"http:\/\/www.w3.org\/2001\/XMLSchema#date"}],"http:\/\/rdfs.org\/sioc\/ns#link":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?p=1874"}],"http:\/\/rdfs.org\/sioc\/ns#has_creator":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?author=6#account"}],"http:\/\/rdfs.org\/sioc\/ns#has_container":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/#posts"}],"http:\/\/purl.org\/dc\/elements\/1.1\/abstract":[{"type":"literal","value":""}],"http:\/\/purl.org\/rss\/1.0\/modules\/content\/encoded":[{"type":"literal","value":"<![CDATA[In the evaluation of slopes, the factor of safety values still remain the main indexes for finding out how close or far slopes are from failure. The evaluation can be done my means of conventional slip circle analysis (the limit equilibrium methods) or by means of numerical methods such as the finite element method. This study presents the comparison between slope stability analysis with the finite element method and the limit equilibrium method.\r\n\r\nDibuat oleh :\u00a0Indra Noer Hamdhan\r\n\r\nE-mail:\u00a0indranh@itenas.ac.id\r\n\r\nKata Kunci : \u00a0slope stability analysis, limit equilibrium method, finite element method.\r\n\r\nKeterangan : \u00a0Makalah ini \u00a0dimuat pada\u00a0Proceedings The 2nd PhD Seminar on Civil Engineering, Bandung 27 September 2010\r\n\r\n<span style=\"direction: ltr;\"><a href=\"http:\/\/lib.itenas.ac.id\/kti\/wp-content\/uploads\/2013\/07\/Slope-Stability-Analysis-with-the-Finite-Element-Method.pdf\">Slope Stability Analysis with the Finite Element Method<\/a><\/span>\r\n\r\n&nbsp;]]>","datatype":"http:\/\/www.w3.org\/1999\/02\/22-rdf-syntax-ns#XMLLiteral"}],"http:\/\/rdfs.org\/sioc\/ns#content":[{"type":"literal","value":"In the evaluation of slopes, the factor of safety values still remain the main indexes for finding out how close or far slopes are from failure. The evaluation can be done my means of conventional slip circle analysis (the limit equilibrium methods) or by means of numerical methods such as the finite element method. This study presents the comparison between slope stability analysis with the finite element method and the limit equilibrium method.\r\n\r\nDibuat oleh :\u00a0Indra Noer Hamdhan\r\n\r\nE-mail:\u00a0indranh@itenas.ac.id\r\n\r\nKata Kunci : \u00a0slope stability analysis, limit equilibrium method, finite element method.\r\n\r\nKeterangan : \u00a0Makalah ini \u00a0dimuat pada\u00a0Proceedings The 2nd PhD Seminar on Civil Engineering, Bandung 27 September 2010\r\n\r\nSlope Stability Analysis with the Finite Element Method\r\n\r\n&nbsp;"}],"http:\/\/rdfs.org\/sioc\/ns#topic":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?cat=118"},{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?cat=145"},{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?tag=finite-element-method"},{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?tag=limit-equilibrium-method"},{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?tag=slope-stability-analysis"}],"http:\/\/rdfs.org\/sioc\/ns#attachment":[{"type":"uri","value":"http:\/\/lib.itenas.ac.id\/kti\/wp-content\/uploads\/2013\/07\/Slope-Stability-Analysis-with-the-Finite-Element-Method.pdf"}]},"https:\/\/lib.itenas.ac.id\/kti\/?author=6#account":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?author=6&feed=lhrdf&format=json"}]},"https:\/\/lib.itenas.ac.id\/kti\/?cat=118":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?cat=118&feed=lhrdf&format=json"}]},"https:\/\/lib.itenas.ac.id\/kti\/?cat=145":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?cat=145&feed=lhrdf&format=json"}]},"https:\/\/lib.itenas.ac.id\/kti\/?tag=finite-element-method":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?tag=finite-element-method&feed=lhrdf&format=json"}]},"https:\/\/lib.itenas.ac.id\/kti\/?tag=limit-equilibrium-method":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?tag=limit-equilibrium-method&feed=lhrdf&format=json"}]},"https:\/\/lib.itenas.ac.id\/kti\/?tag=slope-stability-analysis":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?tag=slope-stability-analysis&feed=lhrdf&format=json"}]},"http:\/\/lib.itenas.ac.id\/kti\/wp-content\/uploads\/2013\/07\/Slope-Stability-Analysis-with-the-Finite-Element-Method.pdf":{"http:\/\/www.w3.org\/2000\/01\/rdf-schema#seeAlso":[{"type":"uri","value":"https:\/\/lib.itenas.ac.id\/kti\/?attachment_id=1875&feed=lhrdf&format=json"}]}}