Analysis of Slope Stability on Subulussalam - Lipat Kajang Road

Landslides frequently occur on the Subulussalam – Lipat Kajang road segment as a result of heavy rain that lasts for a long time. In addition to landslides, the Subulussalam area is vulnerable to earthquakes because it was once the site of a tectonic earthquake with a magnitude of 6.7 on the Richter...

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Main Authors: Jumelia Ardika, Halida Yunita, Munira Sungkar, Abdiel Khaleil Akmal
Format: Article
Language:English
Published: Syiah Kuala University 2023-04-01
Series:Aceh International Journal of Science and Technology
Subjects:
Online Access:https://jurnal.usk.ac.id/AIJST/article/view/24867
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author Jumelia Ardika
Halida Yunita
Munira Sungkar
Abdiel Khaleil Akmal
author_facet Jumelia Ardika
Halida Yunita
Munira Sungkar
Abdiel Khaleil Akmal
author_sort Jumelia Ardika
collection DOAJ
description Landslides frequently occur on the Subulussalam – Lipat Kajang road segment as a result of heavy rain that lasts for a long time. In addition to landslides, the Subulussalam area is vulnerable to earthquakes because it was once the site of a tectonic earthquake with a magnitude of 6.7 on the Richter scale. The extent of the destruction, as well as the number of victims, was caused by a lack of emergency planning. This research aims to see if the slope conditions are safe when subjected to an earthquake load and if appropriate handling methods can be found based on the soil characteristics at the research site. The slope is considered dangerous after being given an earthquake load of 1.044; according to the results of the safety factor value in the existing condition, sheet pile strengthening is required. The slope has been reinforced with sheet piles and is now in a safe state of 1,940.
format Article
id doaj-art-a969e92c59cb4afa8597a366a2d0f2de
institution DOAJ
issn 2088-9860
language English
publishDate 2023-04-01
publisher Syiah Kuala University
record_format Article
series Aceh International Journal of Science and Technology
spelling doaj-art-a969e92c59cb4afa8597a366a2d0f2de2025-08-20T02:58:30ZengSyiah Kuala UniversityAceh International Journal of Science and Technology2088-98602023-04-011219610310.13170/aijst.12.1.2486715904Analysis of Slope Stability on Subulussalam - Lipat Kajang RoadJumelia Ardika0Halida Yunita1Munira Sungkar2Abdiel Khaleil Akmal3Universitas Syiah KualaUniveritas Syiah KualaUniversitas Syiah KualaUniveristas Teuku UmarLandslides frequently occur on the Subulussalam – Lipat Kajang road segment as a result of heavy rain that lasts for a long time. In addition to landslides, the Subulussalam area is vulnerable to earthquakes because it was once the site of a tectonic earthquake with a magnitude of 6.7 on the Richter scale. The extent of the destruction, as well as the number of victims, was caused by a lack of emergency planning. This research aims to see if the slope conditions are safe when subjected to an earthquake load and if appropriate handling methods can be found based on the soil characteristics at the research site. The slope is considered dangerous after being given an earthquake load of 1.044; according to the results of the safety factor value in the existing condition, sheet pile strengthening is required. The slope has been reinforced with sheet piles and is now in a safe state of 1,940.https://jurnal.usk.ac.id/AIJST/article/view/24867civil
spellingShingle Jumelia Ardika
Halida Yunita
Munira Sungkar
Abdiel Khaleil Akmal
Analysis of Slope Stability on Subulussalam - Lipat Kajang Road
Aceh International Journal of Science and Technology
civil
title Analysis of Slope Stability on Subulussalam - Lipat Kajang Road
title_full Analysis of Slope Stability on Subulussalam - Lipat Kajang Road
title_fullStr Analysis of Slope Stability on Subulussalam - Lipat Kajang Road
title_full_unstemmed Analysis of Slope Stability on Subulussalam - Lipat Kajang Road
title_short Analysis of Slope Stability on Subulussalam - Lipat Kajang Road
title_sort analysis of slope stability on subulussalam lipat kajang road
topic civil
url https://jurnal.usk.ac.id/AIJST/article/view/24867
work_keys_str_mv AT jumeliaardika analysisofslopestabilityonsubulussalamlipatkajangroad
AT halidayunita analysisofslopestabilityonsubulussalamlipatkajangroad
AT munirasungkar analysisofslopestabilityonsubulussalamlipatkajangroad
AT abdielkhaleilakmal analysisofslopestabilityonsubulussalamlipatkajangroad