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<title><![CDATA[ANALISIS PERBANDINGAN STABILITAS GALIAN DALAM KONSTRUKSI WATERPOND DENGAN METODE PLAXIS 2D]]></title>
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<namePart>Deeva Fadhillah Nur Hamdani/22 2014 155</namePart>
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<note>Proyek GECC Lombok Peaker 130-150 MW waterpond menggunakan dinding penahan tanah jenis secant pile. Secant pile merupakan dinding penahan tanah pada suatu galian yang terdiri dari rangkaian bored pile yang disusun beririsan. Secant pile digunakan untuk menjaga kestabilan tanah dan daya dukung. Perlu dilakukan analisis stabilitas galian dalam untuk mengetahui deformasi dan gaya yang terjadi akibat pengaruh struktur dengan diberi beban gempa. Analisis stabilitas galian dalam dilakukan dengan cara membandingkan hasil uji deformasi dan gaya dalam akibat beban struktur yang diberi pengaruh beban gempa dengan metode PLAXIS 2D. Berdasarkan hasil penelitian nilai faktor keamanan untuk pemodelan galian dalam sebelum gempa dengan kemiringan 1:1,5 dan kemiringan 1:2 nilai faktor keamanan kurang dari yang digunakan yaitu FK >1,5. Nilai analisis deformasi akibat beban struktur yang diberi pengaruh beban gempa didapat hasil deformasi sesuai dengan kriteria yang digunakan yaitu Zona 2, deformasi < 0,7%.</note>
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