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<title><![CDATA[PERANCANGAN DINDING PENAHAN TANAH GARDU INDUK 150 KV TRANS HEKSA KARAWANG TAMAN MEKAR KARAWANG]]></title>
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<note>Kawasan THK Taman Mekar Karawang. Pada daerah tersebut terdapat suatu lereng yang berpotensi terjadinya longsor, dan pada daerah tersebut akan dibangun sebuah gardu induk listrik yang perlu dibangun dinding penahan tanah. Tujuan penelitian ini adalah untuk mengetahui kestabilan lereng dengan mengetahui nilai faktor keamanan menggunakan plaxis 2D dan perhitungan manual. Pada penelitian ini meliputi pengumpulan data dan analisis data. Pengumpulan data dilakukan dengan cara pengambilan sampel tanah dan uji laboratorium berupa sifat fisik dan mekanika tanah, peta topografi, beban gardu induk itu sendiri, serta potongan lereng, sedangkan analisis dilakukan dengan menggunakan software Plaxis 2D, perhitungan manual untuk mendapatkan stabilitas dinding penahan tanah. Hasil penelitian mendapatkan nilai faktor keamanan pada kondisi eksisting di section 1, 2 dan 3 yaitu 1,244, 1,275 dan 1,436 maka diperlukan perkuatan dinding penahan tanah kantilever, dan mendapatkan nilai faktor keamanan bidang gelincir setelah diberi perkuatan yaitu pada phase shortterm 1,736, 2,358, 1,911 dan pada phase longterm yaitu 1,761, 2,442 dan 2,058, perhitungan manual untuk stabilitas dinding penahan tanah mendapatkan nilai factor keamanan geser 1,52 , guling 3,55, dan daya dukung tanah aman 3,31, jika nilai factor keamanan melebihi syarat yang di tentukan lereng dan dinding penahan tanah aman</note>
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