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<title><![CDATA[ANALISIS PENURUNAN DAN STABILITAS TIMBUNAN DI ATAS TANAH LEMPUNG LUNAK MENGGUNAKAN GEOSINTETIK PADA RUAS JALAN TOL PEMATANG PANGGANG-KAYU AGUNG, PROVINSI SUMATERA SELATAN]]></title>
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<namePart>0431017401 - Dr. Yuki Achmad Yakin, S.T,.M.T</namePart>
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<namePart>Sahrul Falah / 22 2013 310</namePart>
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<note>Ada berbagai jenis metode perkuatan tanah yang dilakukan untuk mengontrol penurunan dan stabilitas timbunan. Salah satunya menggunakan Geosintetik. Analisis stabilitas dan penurunan dilkakuan pada timbunan di kemiringan lereng 1:1, 1:1,5, dan 1:2 dengan membandingkan perkuatan Geotekstil Woven dan Geogrid Biaxial yang memiliki kuat tarik 100 kPa menggunakan aplikasi Plaxis 2D 2017. Studi kasus ini dilakukan pada proyek Jalan Tol Pematang Panggung-Kayu Agung, Sumatera Selatan. Timbunan tanpa perkuatan menghasilkan nilai stabilitas (FK)<1,4. Penggunaan Geotekstil Woven menghasilkan nilai stabilitas (FK) sebesar 1,744; 2,010; dan 2,240. Sedangkan Geogrid Biaxial menghasilkan nilai stabilitas (FK) sebesar 1,740; 2,000; dan 2,233. Akhirnya dapat disimpulkan bahwa adanya peningkatan nilai stabilitas pada penggunaan perkuatan Geotekstil woven dan Geogrid Biaxial. Perkuatan Geosintetik hanya sedikit mempengaruhi penurunan tanah.</note>
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