EVALUASI PERENCANAAN FONDASI BORED PILE PADA PROYEK PEMBANGUNAN GEDUNG PELAYANAN RUMAH SAKIT JANTUNG HARAPAN KITA JAKARTA

WIBOWO, FEBRY SRI (2021) EVALUASI PERENCANAAN FONDASI BORED PILE PADA PROYEK PEMBANGUNAN GEDUNG PELAYANAN RUMAH SAKIT JANTUNG HARAPAN KITA JAKARTA. S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

The foundation is a part of the building that serves to lay the building and transfer the load of the building to a strong soil base to support it. Therefore, the foundation must be considered to ensure the stability of the building. The method used in this study is to calculate the carrying capacity using the formula Meyerhof (1956), Reese & O'Neill (1989), and Reese & Wright (1977). Then calculate the pile group with the Converse-Labarre equation. Finally, the decrease in both elastic decline and consolidation decrease is also calculated. The calculation results show that the largest ultimate bearing capacity is obtained from the Meyerhof equation (1956), then the bearing capacity of the pile group can withstand all the loads acting on the building. There is a difference in the magnitude of the pile settlement using the formula using the data from the PDA Test. Keywords : foundation, bored pile, bearing capacity, settlement Fondasi adalah suatu bagian bangunan yang berfungsi meletakkan bangunan dan memindahkan beban bangunan ke dasar tanah yang kuat untuk menopangnya. Oleh karena itu, fondasi harus diperhatikan untuk memastikan stabilitas bangunan. Metode yang digunakan dalam penelitian ini dengan menghitung daya dukung menggunakan rumus Meyerhof (1956), Reese & O’Neill (1989), dan Reese & Wright (1977). Selanjutnya menghitung tiang kelompok dengan persamaan Converse-Labarre. Terakhir dihitung pula penurunan baik penurunan elastik maupun penurunan konsolidasi. Hasil perhitungan didapat bahwa daya dukung ultimit terbesar diperoleh dari persamaan Meyerhof (1956), kemudian daya dukung kelompok tiang dapat menahan seluruh beban yang bekerja pada bangunan. Terdapat perbedaan besaran penurunan tiang menggunakan rumus dengan menggunakan data hasil PDA Test. Kata kunci : fondasi, bored pile, daya dukung, penurunan

Item Type: Thesis (S1)
NIM/NIDN Creators: 41117010024
Uncontrolled Keywords: fondasi, bored pile, daya dukung, penurunan
Subjects: 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan
600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: ASHAIDAH AZLYA PUTRI
Date Deposited: 21 Oct 2023 08:29
Last Modified: 21 Oct 2023 08:29
URI: http://repository.mercubuana.ac.id/id/eprint/83027

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