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PERENCANAAN PERKUATAN LERENG MENGGUNAKAN DINDING PENAHAN TANAH TIPE KANTILEVER DAN BRONJONG DI KAWASAN INDUSTRI KARIANGAU BALIKPAPAN, KALIMANTAN TIMUR

Rohmah, Miftahul Avidatur (2018) PERENCANAAN PERKUATAN LERENG MENGGUNAKAN DINDING PENAHAN TANAH TIPE KANTILEVER DAN BRONJONG DI KAWASAN INDUSTRI KARIANGAU BALIKPAPAN, KALIMANTAN TIMUR. Bachelors Degree (S1) thesis, University of Muhammadiyah Malang.

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Abstract

The development of the Kariangau Industrial Area located in the coastal area of Balikpapan has contours with varying elevations and it form as a slope. After analyzing of slope stability, it found SF of 1.49 and 1.66 at 2 point slices. As the utility of the land of the logistics base which is loaded with oil tanks and access road, the slope should be in the form of a slope with a slope of 2: 1. After calculation of the stability of the slope obtained SF of 1.08 < 1.5 and 1.23 < 1.5, then the slope is required soil reinforcement. The reinforcement of soil is used cantilever wall for trap 1 and gabion baskets retaining wall for trap 2. After calculating of SF, it found that SF of sliding: 2.89, SF of overturning: 3.15, SF of bearing capacity: 2.64 and SF of sliding :1.72, SF of overturning: 5.53, SF of bearing capacity: 3.6. From Calculations of gabion baskets retaining wall obtained SF of sliding value:1.75, SF of overturning: 7.65, SF of bearing capacity: 5.59 and also SF of sliding:1.52, SF of overturning: 3.02, SF of bearing capacity: 7.75 at second point of slices analyses.

Item Type: Thesis (Bachelors Degree (S1))
Student ID: 201110340311027
Keywords: Slope Stability, Cantilever Wall, Gabion
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: Retno Widiyastuti Ika Wijaya
Date Deposited: 06 Dec 2018 07:05
Last Modified: 06 Dec 2018 07:05
URI : http://eprints.umm.ac.id/id/eprint/41564

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