Situmorang, Martogina Rosalina (2025) Perancangan Konstruksi Tanggul Sebagai Upaya Penanggulangan Banjir Di Desa Berancah Kabupaten Bengkalis. Other thesis, Politeknik Negeri Bengkalis.
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Abstract
This study aims to design an embankment construction as a flood mitigation measure in Berancah Village, Bengkalis Regency. This area frequently experiences flooding due to high rainfall and tidal fluctuations. The methods used include rainfall analysis using the Log Pearson III Distribution, river profile testing, soil testing (sondir and hand boring), and hydraulic calculations and foundation bearing capacity. The embankment design uses a 2.3-meter high cantilever wall structure and a pile foundation. The evaluation results indicate that the designed embankment
meets the requirements for overturning stability of 2.65, shear bearing capacity of 16.56, and soil bearing capacity of 101.98 kN, thus being declared safe for use in flood mitigation efforts.
Item Type: | Thesis (Other) |
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Uncontrolled Keywords: | Keywords: embankment, flood, bearing capacity, stability. |
Subjects: | 600 – ILMU TEKNIK DAN ILMU TERAPAN > 624 – Teknik Sipil dan Konstruksi > 624.1 – Perencanaan dan Desain Bangunan |
Divisions: | Jurusan Teknik Sipil > Sarjana Terapan (D-IV) Teknik Perancangan Jalan dan Jembatan > SKRIPSI |
Depositing User: | D-IV TPJJ C 2021 |
Date Deposited: | 22 Aug 2025 04:48 |
Last Modified: | 22 Aug 2025 04:48 |
URI: | https://eprints.polbeng.ac.id/id/eprint/2631 |