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<title><![CDATA[PENGARUH KEMIRINGAN LERENG TERHADAP KEBUTUHAN SOIL NAILING DAN STABILITAS LERENG (STUDI KASUS:]]></title>
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<namePart>Dian Astriani Arwan Ilyas, S.T., M.T</namePart>
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<namePart>MOHAMAD ILHAM WIDIANSYAH / 222018209</namePart>
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<note>Pada jalan Lingkar Timur kuningan terdapat lereng galian dengan kedalaman 16 m yang memiliki jenis tanah yang di dominasi oleh tanah lempung pada bagian atas dan tanah lempung batuan pada bagian bawah. Penulis menganalisis galian tersebut dan memvariasikan kemiringan dengan variasi 1H:1V, 1H:2V, dan 1H:3V. Penulis menganalisis dengan menggunakan PLAXIS 2D untuk mencari nilai faktor keamana pada stabilitas lereng dan kebutuhan soil nailing. Serta memvariasikan panjang dan jarak untuk kemiringan yang membutuhkan soil nailing. Dari hasil analisis kemiringan 1H:2V dan 1H:3V membutuhkan perkuatan soil nailing dan variasi soil nailing yang efektif untuk 1H:2V dengan panjang 16m dan jarak 2 m mendapatkan nilai faktor keamanan 1,534 dan untuk kemiringan 1H:3V dengan panjang 19,2m dan jarak 1m mendapatkan nilai faktor keamanan 1,506.</note>
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