ANALISA STABILITAS TUBUH BENDUNGAN PADA BENDUNGAN TAPIN KABUPATEN TAPIN KALIMANTAN SELATAN

Subhakti, Galih (2009) ANALISA STABILITAS TUBUH BENDUNGAN PADA BENDUNGAN TAPIN KABUPATEN TAPIN KALIMANTAN SELATAN. Other thesis, University of Muhammadiyah Malang.

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Abstract

Dam is one water construction which has the function to contain water during wet season and therefore could be used in dry season for a wide variety of utilization. The breaking of a dam usually started with landslide tendency both in upstream slope or the downstream slope, which may cause by stability inadequacy for both slope. During the construction of a dam, stability of the slopes is key factors to the dam stability in overall. Results from the calculation obtain are, stability analysis of upstream slope in full water condition Fsgempa=3.4 and Fsnormal=4.7, stability analysis of downstream slope in fall water condition Fsgempa=2.9 dan Fsnormal=7.02, stability analysis of upstream slope in empty water condition Fsgempa=3.4 dan Fsnormal=7.6, stability analysis of downstream slope in full water condition Fsgempa=1.2 dan Fsnormal=3.7, stability analysis of downstream slope in empty water condition Fsgempa=1.6 dan Fsnormal=3.1.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Anggit Aldila
Date Deposited: 04 Jul 2012 03:14
Last Modified: 04 Jul 2012 03:14
URI: http://eprints.umm.ac.id/id/eprint/10855

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