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

Ririn Hartini; I W. Redana; I.G.N. Wardana

doi:10.24843/SPEKTRAN.2014.v02.i02.p02

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

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How to Cite

HARTINI, Ririn; REDANA, I W.; WARDANA, I.G.N.. KERAWANAN LONGSOR LERENG JALAN STUDI KASUS RUAS JALAN SUKASADA – CANDI KUNING. JURNAL SPEKTRAN, [S.l.], july 2014. ISSN 2809-7718. Available at: <https://ojs.unud.ac.id/index.php/jsn/article/view/9590>. Date accessed: 28 nov. 2024. doi: https://doi.org/10.24843/SPEKTRAN.2014.v02.i02.p02.

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