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<title><![CDATA[ANALISIS STABILITAS DINDING PENAHAN TANAH PADA GEDUNG PABRIK FARMASI DI KAWASAN INDUSTRIAL INDOTAISEI, CIKAMPEK, JAWA BARAT]]></title>
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<namePart>Imam Furqan Labib Syahrefi/22 2014 267</namePart>
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<note>Dinding penahan tanah pada proyek pembangunan Gedung Pabrik Farmasi di Kawasan Industrial Indotaisei, Cikampek, Jawa Barat mengalami pergeseran sebesar 74 cm pada masa konstruksinya di awal Mei 2016. Untuk mengetahui penyebab pergeseran pada dinding penahan tanah, dilakukanlah analisis stabilitas. Analisis stabilitas dinding penahan tanah menggunakan metode konvensional untuk membahas faktor keamanan guling, geser dan daya dukung dan PLAXIS 2D untuk membahas faktor keamanan global. Deformasi yang disyaratkan adalah 2,54 cm dengan faktor keamanan > 1,5. Pemodelan alternatif dengan berbagai variasi direncanakan agar dinding penahan tanah aman terhadap pergeseran. Alternatif yang dipilih adalah metode perkuatan 1 tiang jenis boredpile dengan kedalaman 9 m. Dari hasil analisis alternatif tersebut diperoleh deformasi sebesar 2,28 cm dan kenaikan faktor keamanan dari kondisi eksisting (guling = 78%, geser = 80%, daya dukung = 92%, global = 23%).</note>
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