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<title><![CDATA[ANALISIS STABILITAS PADA TANAH TIMBUNAN DENGAN PERKUATAN GEOTEKSTIL DIKOMBINASIKAN DENGAN DINDING PENAHAN TANAH DI RUAS JALAN TOL CISUMDAWU]]></title>
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<note>Proyek tol cisumdawu merupakan proyek konstruksi jalan tol yang menghubungkan daerah Cileunyi hingga Dawuan. Lereng tanah timbunan memiliki kemiringan 1:1 sehingga harus diberikan perkuatan. Perkuatan yang digunakan yaitu geotekstil dikombinasikan dengan dinding penahan tanah. Perhitungan analisis stabilitas pada lereng menggunakan program Plaxis 2D AE yang berbasis elemen hingga. Nilai faktor keamanan lereng dengan perkuatan geoteksil dan dinding penahan tanah tipe gabion adalah 1,347 sedangkan untuk perkuatan geoteksil dan dinding penahan tanah tipe cantilever wall nilai faktor keamanannya adalah 1,487. Biaya dari material DPT tipe cantilever wall + geotekstil pada proyek tol Cisumdawu di STA 15+275 – STA 15+400 adalah Rp.2.109.375.000- sedangkan DPT tipe gabion + geotekstil pada proyek ini yaitu Rp. 2.588.625.000-. Dapat disimpulkan dinding penahan tanah tipe cantilever wall yang didesain ulang lebih efisien.</note>
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