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<http://digilib.unila.ac.id/id/eprint/56867> <http://purl.org/dc/terms/title> "KAJIAN PENGAMAN TEBING BADAN JALAN REL JALUR GANDA\r\n\r\nDENGAN GEOSTUDIO SLOPE/W ANALYSIS"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/56867> <http://purl.org/ontology/bibo/abstract> "Wilayah pembangunan jalur ganda jalan rel kereta banyak melintasi bukit dan\r\nsungai membuat badan jalan rel berada di antara lereng-lereng bukit. Di sekitar\r\ndaerah tersebut bencana yang sering terjadi yaitu longsoran yang diakibatkan oleh\r\npeningkatan tekanan air pori pada lereng yang berakibat pada terjadinya\r\npenurunan kuat geser tanah (c) dan sudut geser dalam (φ). Oleh karena itu pada\r\nperencanaan penanganan tebing badan jalan rel kereta api diperlukan analisis\r\nstabilitas lereng atau tebing agar tidak membahayakan lingkungan sekitar\r\nterutama pada transportasi kereta api. Adapun tujuan dari penelitian ini adalah: (1)\r\nMengetahui bentuk potongan melintang lereng yang paling aman dengan\r\nmempertimbangkan sudut kemiringan lereng, (2) Mencari nilai faktor aman\r\nterhadap geser dan guling pada lereng dengan menggunakan perangkat lunak\r\n(software) analysis, (3) Menentukan jenis pengaman lereng yang sesuai dengan\r\nkondisi lereng. Lokasi penelitian ini dilakukan di daerah Martapura-Giham\r\ndimana merupakan lokasi pembangunan jalur ganda jalan rel kereta api\r\nKabupaten Waykanan Propinsi Lampung. Metode yang digunakan dalam analisis\r\nstabilitas lereng ini adalah Geostudio Slope/W Analysis dengan membuat 3 desain\r\nbentuk potongan melintang lereng yang kemudian dianalisis lebih lanjut. Hasil\r\ndari analisis didapatkan bahwa pada kondisi lereng sebelum penanganan\r\ndidapatkan angka faktor aman dengan metode ordinary, bishop, dan morgenstern\r\nberturut-turut yaitu 0,730; 0,911; dan 0,950. Sedangkan setelah dilakukan\r\npenanganan dengan konstruksi sheetpile didapatkan angka faktor aman dengan\r\nmetode ordinary, bishop, dan morgenstern berturut-turut yaitu 2,945; 3,633; dan\r\nNo Solution. Dapat disimpulkan bahwa kondisi lereng setelah dilakukan\r\npenanganan menunjukkan peningkatan nilai faktor aman sebesar 500%.\r\nKata Kunci: Geostudio Slope/W Analysis, Rel jalur ganda, Stabilitas tebing dan\r\nlereng,\r\nDouble track railway construction area railroad crossing many hills and rivers\r\nmakes the railroad body located between the slopes of the hill. Around the area,\r\ndisasters that often occur are landslides caused by increased pore water pressure\r\non the slope resulting a decrease in the shear strength of the soil (c) and the deep\r\nshear angle (φ). Therefore in planning the handling of cliffs of railroad tracks it is\r\nnecessary to analyze the stability of slopes or cliffs so as not to endanger the\r\nsurrounding environment, especially in railroad transportation. The purpose of the\r\nresearch are: (1) To know the cross section of the safest slope by considering the\r\nslope angle, (2) To Find the value of the safe factor for shear and rolling on the\r\nslope by using software analysis, (3) To know type of slope safety in accordance\r\nwith slope conditions. The location of this research was conducted in the\r\nMartapura-Giham area which is the location of the construction of double track\r\nrailroad, Waykanan Regency, Lampung. The method used in the analysis of slope\r\nstability is Geostudio Slope/W Analysis by making 3 cross-section slope designs\r\nwhich are then analyzed further. The results of the analysis found that the slope\r\nconditions before handling obtained the number of safe factors with ordinary,\r\nbishop, and morgenstern methods, respectively 0.730; 0.911; and 0.950. While\r\nafter handling with sheetpile construction, it was obtained the number of safe\r\nfactors with ordinary, bishop, and morgenstern methods in a row that is 2,945;\r\n3,633; and No Solution. It can be concluded that the slope condition after\r\nhandling shows increase in the value of the safe factor by 500%.\r\nKeywords: Geostudio Slope/W Analysis, Double track railroad, Cliffs and slope\r\nstability."^^<http://www.w3.org/2001/XMLSchema#string> .
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