<> "The repository administrator has not yet configured an RDF license."^^ . <> . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT"^^ . "\r\nSemi Flexible Pavement merupakan perkerasan yang memadukan kedua jenis\r\nperkerasan lentur dan perkerasan kaku. Seiring perkembangan zaman dan\r\nbertambahnya populasi yang berdampak pada volume kepadatan mobilitas\r\nkendaraan semakin bertambah. Akibatnya, kerusakan jalan sering dijumpai karena\r\nterjadinya regangan akibat pembebanan dinamis lalu lintas. Analisis Elemen\r\nHingga (Finite Elemen Analysis) merupakan pendekatan numerik yang mendekati\r\nkeakuratan struktural. Tujuan Penelitian untuk menganalisis regangan serta\r\nmembandingkan dengan hasil eksperimental, menganalisis ketahanan deformasi,\r\nmenentukan pembebanan untuk muatan sumbu terberat (MST) serta menghitung\r\njumlah kendaraan maksimum yang diperoleh dari faktor nilai fatigue cracking\r\n(retak lelah). Metode penelitian dilakukan dengan analisis numerik menggunakan\r\nAbaqus 6.14. Hasil penelitian menunjukan analisis perkerasan semi lentur hampir\r\nmenyerupai eksperimental dengan persentase selisih <10%. Untuk ketahanan\r\ndeformasi, perkerasan semi lentur memiliki waktu yang lebih baik daripada\r\nperkerasan lentur. Perkerasan semi lentur dengan beban 0,7 MPa memiliki\r\nketahanan terhadap beban lalu lintas yang lebih baik, dengan nilai fatigue\r\ncracking sebesar 110.521 ESAL.\r\nKata Kunci: semi lentur, regangan, deformasi, fatigue cracking.\r\n\r\nSemi Flexible Pavement is a pavement that combines both types of flexible\r\npavement and rigid pavement. Along with the times and increasing population\r\nwhich has an impact on the volume of density of vehicle mobility is increasing. As\r\na result, road damage is often encountered due to strain due to dynamic traffic\r\nloading. Finite Element Analysis is a numerical approach that approaches\r\nstructural accuracy. The research objectives were to analyze strain and compare\r\nwith experimental results, analyze deformation resistance, determine the loading\r\nfor the heaviest axle load (MST) and calculate the maximum number of vehicles\r\nobtained from the fatigue cracking factor. The research method was carried out\r\nby numerical analysis using Abaqus 6.14. The results showed that the semiflexible\r\npavement analysis almost resembled the experimental one with a\r\npercentage difference of <10%. For deformation resistance, semi-flexible\r\npavement has a better time than flexible pavement. Semi-flexible pavement with a\r\nload of 0.7 MPa has better resistance to traffic loads, with a fatigue cracking\r\nvalue of 110,521 ESAL.\r\nKeywords: semi flexible, strain, deformation, fatigue cracking."^^ . "2023-05-03" . . . . . "FAKULTAS TEKNIK"^^ . . . . . . . "SUMINTO "^^ . "RAHMAT "^^ . "SUMINTO RAHMAT "^^ . . . . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (File PDF)"^^ . . . "ABSTRAK.pdf"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (File PDF)"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (File PDF)"^^ . . . "SKRIPSI TANPA BAB PEMBAHASAN.pdf"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "indexcodes.txt"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "indexcodes.txt"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "lightbox.jpg"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "preview.jpg"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "medium.jpg"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "small.jpg"^^ . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "STUDI ANALISIS PERKERASAN SEMI LENTUR JALAN\r\n(SEMI FLEXIBLE PAVEMENT) AKIBAT PEMBEBANAN\r\nDINAMIS BERBASIS FINITE ELEMENT (Other)"^^ . . . . . . "lightbox.jpg"^^ . . . 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