Subhakti, Galih (2009) ANALISA STABILITAS TUBUH BENDUNGAN PADA BENDUNGAN TAPIN KABUPATEN TAPIN KALIMANTAN SELATAN. Other thesis, University of Muhammadiyah Malang.
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ANALISA_STABILITAS_TUBUH_BENDUNGANPADA_BENDUNGAN_TAPIN_KABUPATEN_TAPINKALIMANTAN_SELATAN.pdf Download (68Kb) | Preview |
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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