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Sharief, Gariballah
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Civil Engineering, Building, Construction & Architecture

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Studi Kawasan Kerentanan Longsor pada Ruas Jalan Cikajang Pamengpeuk KM BDG 88+200 S/D 147+790 Sharief, Gariballah; Susetyaningsih, Adi
Jurnal Konstruksi Vol 21 No 2 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1343

Abstract

Development progress and land clearing along the Cikajang-Pameungpeuk KM BDG Road Section. 99+800 to 147+790 increases, this can influence the occurrence of landslides. This research aims to determine the level of landslide vulnerability along the Cikajang-Pameungpeuk KM BDG 99+800 S/D 147+790 Road Section. The method used is overlay and weighting using 4 landslide susceptibility parameters. From the results of combining the data obtained, in Cikajang District it shows that it is prone to landslides, there are three landslide points, in Banjarwangi District it shows that it is less prone to landslides, there are no landslide points, in Cihurip District it shows that it is less prone to landslides there is one point of landslides, in Cisompet District it shows that it is very There are seven points prone to landslides and in Pameungpeuk District it shows that it is less prone and there are no landslide points.
Studi Kawasan Kerentanan Longsor pada Ruas Jalan Cikajang Pamengpeuk KM BDG 88+200 S/D 147+790 Sharief, Gariballah; Susetyaningsih, Adi
Jurnal Konstruksi Vol 21 No 2 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1343

Abstract

Development progress and land clearing along the Cikajang-Pameungpeuk KM BDG Road Section. 99+800 to 147+790 increases, this can influence the occurrence of landslides. This research aims to determine the level of landslide vulnerability along the Cikajang-Pameungpeuk KM BDG 99+800 S/D 147+790 Road Section. The method used is overlay and weighting using 4 landslide susceptibility parameters. From the results of combining the data obtained, in Cikajang District it shows that it is prone to landslides, there are three landslide points, in Banjarwangi District it shows that it is less prone to landslides, there are no landslide points, in Cihurip District it shows that it is less prone to landslides there is one point of landslides, in Cisompet District it shows that it is very There are seven points prone to landslides and in Pameungpeuk District it shows that it is less prone and there are no landslide points.
Co-Authors Adi Susetyaningsih