ANALISIS STABILITAS BANGUNAN SABO DAM GE-C13 KALI GENDOL MERAPI
Sediment control buiding Gendol Check Dam-13 (GE-C13) is one of buildings that was damaged by the eruptionof Merapi in 2010 and in 2018. Sabo dam GE-C13 has been completelyrenovated.The purpose of this study is to analyze sliding stability, shear and soil bearing capacity of the building during flo...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | Indonesian |
| Published: |
Jurusan Teknik Sipil Universitas Syiah Kuala
2020-05-01
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| Series: | Jurnal Teknik Sipil |
| Subjects: | |
| Online Access: | http://jurnal.unsyiah.ac.id/JTS/article/view/15462 |
| Summary: | Sediment control buiding Gendol Check Dam-13 (GE-C13) is one of buildings that was damaged by the
eruptionof Merapi in 2010 and in 2018. Sabo dam GE-C13 has been completelyrenovated.The purpose of this study is to analyze sliding stability, shear and soil bearing capacity of the building during flooding with a 50 year return period (Q50). The analysis begins with the calculation of the design flood discharge by the Hydrographic Synthesis Nakayasu (HSS) method with a 50 year return period (Q50) and for the Sabo Dam Stability Analysis in accordance with SNI 2851-2015. The results of the design flood discharge with a 50 year return period of 51,401 m3 / sec. Stability Analysis at the time of flood conditions obtained value of sliding; Shear; Soil bearing capacity (6.39> 2; 2.21> 1.5;
10.74> 1.5 resepctively |
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| ISSN: | 2088-9321 2502-5295 |