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<title><![CDATA[ANALISIS STABILITAS TIMBUNAN TINGGI YANG DIPERKUAT DENGAN ROCK FILL MENGGUNAKAN ELEMEN HINGGA]]></title>
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<note>Timbunan tinggi memiliki permasalahan terkait stabilitas. Guna mengatasi permasalahan tersebut, tanah timbunan harus diperkuat menggunakan bahan perkuatan tanah. bahan perkuatan tanah pada penelitian ini menggunakan material rock fill. Timbunan dimodelkan pada aplikasi PLAXIS 2D menggunakan tanah timbunan lempung dan pasir dengan memvariasikan tinggi timbunan 10 m, 20 m, 30 m, 40 m, 50 m, dan 60 m. kebutuhan rock fill pada timbunan lempung didapat sebesar 0%, 30%, 50%, 100% (collapse), 100% (collapse), dan 100% (collapse). Sedangkan pada timbunan pasir didapat sebesar 0%, 30%, 70%, 70%, 80%, dan 80%. Pengaruh variasi jenis mesh terhadap nilai faktor keamanan tidak terlalu signifikan, hal ini dikarenakan jarak antar lapis pada timbunan tersebut cukup rapat. Tinggi muka air tanah sangat berpengaruh terhadap nilai faktor keamanan. Hal ini dapat dilihat pada timbunan lempung 30 m tanpa perkuatan dengan memvariasikan tinggi muka air -80 m, -40 m dan 0 m (permukaan tanah asli) didapat nilai faktor keamanan sebesar 1.019, 1,015, dan 0,992.
Kata kunci: stabilitas, timbunan tinggi, rock fill, metode elemen hingga, PLAXIS 2D</note>
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