, Krisdawati and , Agus Susanto, S.T, M.T (2025) Perencanaan Fondasi Bored Pile Abutment Jembatan Inlet Bravo Kediri Jawa Timur Dengan Metode Meyerhoff Dan Dikontrol Menggunakan Software Allpile Dan Software Bentley Geostructural Analysis. Skripsi thesis, Universitas Muhammadiyah Surakarta.
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Abstract
The Bravo Inlet Bridge is a bridge connecting the road in the Dhoho Kediri airport area. The results of soil observations show that the soil is hard soil. Based on SNI 2847:2019, the maximum driving depth for piles that can be achieved is only 5.67 meters. Therefore, the use of piles is not recommended because there is a risk of exceeding the material capacity and causing structural failure. Therefore, Bored Pile was chosen as the foundation for the bridge. To plan a borepile foundation requires high accuracy, so in this research it was planned manually using the Meyerhoff method and equipped with the Allpile and Bentley Geostructural analysis programs. This research focuses on planning bored pile foundation structures using manual calculation methods and using programs with variations in foundation diameter (0.5 m; 0.6 m; and 0.7 m) to determine bearing capacity, pile settlement and reinforcement design. From manual calculations, the most efficient one was obtained, namely a group of 0.6 m diameter bored piles of 8 piles with a group bearing capacity of 4692.094 kN. Based on calculations using the Allpile program, the bearing capacity of the pile group is 19,670,869 kN. Meanwhile, based on the Bentley Geostructural Analysis program, the bearing capacity of group piles is 27,707.20 kN. The amount of group pile reduction in the manual method was 1.243 cm, while in the Allpile program it was 0.138 cm, and in the Bentley Geostructural program it was 5.53 cm. The need for bored pile reinforcement is 8D22 for main reinforcement and D16-200 for shear reinforcement. Analysis of the bearing capacity of bored piles using the Allpile program and the Bentley Geostructural Analysis program is used as a control for the results of manual bearing capacity calculations.
| Item Type: | Thesis (Skripsi) |
|---|---|
| Uncontrolled Keywords: | Meyerhoff method, Allpile Program, Bentley Geostructural Analysis Program, Bearing capacity, Bored pile |
| Subjects: | T Technology > TA Civil Engineering T Technology > TA Civil Engineering > TA5 Harbour, Ports, Roadsteads Engineering |
| Divisions: | Fakultas Teknik > S1 Teknik Sipil |
| Depositing User: | KRISDAWATI |
| Date Deposited: | 09 Feb 2025 23:33 |
| Last Modified: | 18 Mar 2025 06:13 |
| URI: | http://eprints.ums.ac.id/id/eprint/131569 |
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