Stabilitas
Lereng Menggunakan Metode Fellenius
Dan
SLOPE/W 2007
Kesimpulan :
Dari pembahasan dan analisis yang dilakukan didapat nilai factor keamanan pada tabel diatas yang diterapkan kedalam 4 bentuk terasering dan nilai F yang dihasilkan dari ke 4 pemodelan baik menggunakan metode Fellenius maupun SLOPE/W 2007 kondisi lereng tetap labil dimana nilai F kurang dari 1,07 (Nilai Faktor Keamanan Lereng dan Intensitas Longsor (Bowles, 1989) ) sehingga perlu tinjauan dan perhitungan kembali terhadap factor keamanan kesetabilan lereng. Maka dari itu diperlukan adanya perbaikan terhadap lereng yaitu dapat dengan cara membuat dinding penahan tanah. Dinding penahan tanah merupakan bangunan penambat tanah dari pasangat batu, atau beton bertulang. Dinding penahan tanah ini digunakan untuk menahan gerakan tanah sehingga longsor dapat diatasi.
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