KERAWANAN LONGSOR LERENG JALAN STUDI KASUS RUAS JALAN SUKASADA – CANDI KUNING

  • Ririn Hartini Program Studi Magister Teknik Sipil, Program Pascasarjana Universitas Udayana
  • I W. Redana Program Studi Magister Teknik Sipil, Program Pascasarjana Universitas Udayana
  • I.G.N. Wardana Program Studi Magister Teknik Sipil, Program Pascasarjana Universitas Udayana
DOI: https://doi.org/10.24843/SPEKTRAN.2014.v02.i02.p02

Abstract

Slope stability analysis along roads Denpasar – Singaraja have been calculated using Felenius Method and Software Plaxis 8.2. This calculation was conducted using  material model Mohr - Columb, soil cohesion (c) and tan f soil parameters. Calculations safety factor using phi – c reduction value, condition until structural failure occurs. The results of computation Felenius Method give stability value Fs < 1.5 which mean landslide would be accurred in this slope. Calculation using Plaxis 8.2 produce Fs > 1,5. This study has been on optimization of soil parameters, so that plaxis gives better result. This study may conclude that plaxis should be used with caution and with proper soil parameters

Downloads

Download data is not yet available.
How to Cite
HARTINI, Ririn; REDANA, I W.; WARDANA, I.G.N.. KERAWANAN LONGSOR LERENG JALAN STUDI KASUS RUAS JALAN SUKASADA – CANDI KUNING. , [S.l.], july 2014. Available at: <https://ojs.unud.ac.id/index.php/jsn/article/view/9590>. Date accessed: 23 june 2026. doi: https://doi.org/10.24843/SPEKTRAN.2014.v02.i02.p02.
Citation Formats
Issue
Vol. 2, No.2, Juli 2014
Section
Articles

Keywords

Slope Stability, Felenius Method, Calculation using Plaxis 8.2.

Most read articles by the same author(s)