DYAN MAULANA, NIM. 112016070 (2021) KELONGSORAN PADA RUAS JALAN MANGUN JAYA - KAB.MURA KM 206+000 MENGGUNAKAN METODE ELEMEN HINGGA. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

Based on the results of the planning and discussion that has been done, conclusions can be drawn which are described in the points below. The results of the safe structural planning, namely the conditions of variation 1 retaining wall with k-225 concrete and the addition of embankments on the slope side, the safety factor value is 1.7397 with a displacement value of 805.18 * 103 m. embankment on the side of the slope greatly helps prevent slidding of gabion reinforcement. In the condition of variation of 2 retaining walls with sheet pile reinforcement to a depth of 6 m, the value of the safety factor is 1.9965 with a displacement value of 222.89 * 103 m. Strengthening sheet pile 6 m. In the condition of variation 3 retaining wall with river stone, the value of the safety factor is 1.7326 with a displacement value of 111.94 * 103 m. In the condition of variation 4 retaining wall with pile reinforcement D 60 depth of 6 m, the value of the safety factor is 2.1208 with a displacement value of 110.88 * 103m. reinforcement of piles D 60, depth of 6 m. Keywords: Sondir, Borlog, Topography

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing: 1. Muhammad Arfan,S.T,M.T
Uncontrolled Keywords:	Kata Kunci : Sondir,Borlog,Topografi
Subjects:	Teknik Sipil > Konstruksi bawah tanah
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Fakultas Teknik
Date Deposited:	04 Jun 2021 03:34
Last Modified:	04 Jun 2021 03:34
URI:	http://repository.um-palembang.ac.id/id/eprint/16640

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