SUBHAN DESTIANO, NIM. 112019056 (2023) ANALISIS STABILITAS LERENG TIMBUNAN PADA PEMBANGUNAN JALAN TOL RUAS INDRALAYA - PRABUMULIH ZONA VI STA 3+250. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

Development in Indonesia is currently experiencing very rapid development, including developments in infrastructure such as toll roads, office buildings, hotels, apartments, and many more. The construction of toll roads in Indonesia is urgently needed because it can reduce congestion on the main sections, as well as to improve the process of distribution of goods and services, especially in areas that have a high level of development, and can support economic needs. In the construction of toll roads, the safety of drivers who will pass through the toll road must prioritize. One of them is Landfill Slope Stability. The factor of safety or stability of a slope is one of the factors that must be taken into account on the slope. This slope stability analysis was carried out on the Indralaya – Prabumulih toll road construction project zone VI sta 3+250 with an embankment height of 7 meters. The stability analysis of embankment slopes was carried out using the 2D plaxis program and the fellinius method. The results of the stability analysis of embankment slopes using the 2D plaxis program obtained a safety factor value of 2.2255 > 1.5, the calculation results using the fellinius method obtained a safety factor value of 2.3031 > 1.5 for the embankment slope safety factor after consolidation of 1.8528 > 1.5 it can be stated that the embankment slope is safe or stable. The results of the stability analysis of embankment slopes with variations in high water level conditions using the 2D plaxis program obtained a safety factor value of 1.7959 > 1.5 and a safety factor value after consolidation of 1.6223 > 1.5, it was stated from this analysis that the embankment slope was safe or stable.

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing 1 : Muhammad Arfan, S.T.,M.T. Pembimbing 2 : M. Hijrah Agung Sarwandy, S.T.,M.T.
Uncontrolled Keywords:	Keywords : Slope stability analysis, safety factor, 2D plaxis, fellinius method
Subjects:	Teknik Sipil > Konstruksi bawah tanah
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	29 Sep 2023 02:54
Last Modified:	29 Sep 2023 02:54
URI:	http://repository.um-palembang.ac.id/id/eprint/26769

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