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