TRY GUSMAN ARISANDI, NIM. 112014073 (2019) ANALISA STABILITAS LERENG PADA RUAS JALAN SEKAYU-LUBUK LINGGAU KM 161+000. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

ABSTRACT Lanslide problems in tropical countries are very vulnerable to occur during the rainy reason, in Indonesia there are many cases of landslides that cause a slope to change from its existing state. Landslides can occur due to several factors, in general there are natural factors and human error factors. Therefore, one way to deal with landslide is to make slope reinforcement to be stable. The slope reinforcement referred to in this study is covered with retaining wall. The retaining wall is very suitable to deal with landslides in the research location, with added pile reinforcement. As for this research using modeling assisted with Plaxis program to facilitate the calculation of slope security reviewed. The resercher made a retaining wall model with 7 variations of piles to find the ideal value of safety factors. Of the 7 models analyzed by using PLAXIS program there are 5 models thst are safe to be used in the retaining wall Sekayu - Lubuk Linggau location. For the highest security number (SF) 2,0789 and the lowest security (SF) is 1,2793. Keywords : Landslide, Slope Stability, Finite Element Method, Retaining Wall, Plaxis.

Item Type:	Thesis (Skripsi)
Additional Information:	1. Muhammad Arfan, ST.MT 2. Ir. H. Jonizar, MT
Uncontrolled Keywords:	Keywords : Landslide, Slope Stability, Finite Element Method, Retaining Wall, Plaxis.
Subjects:	Teknik Sipil > Teknik Struktural
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	28 Mar 2019 06:21
Last Modified:	28 Mar 2019 06:21
URI:	http://repository.um-palembang.ac.id/id/eprint/3977

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