ANALISA PERBANDINGAN DAYA DUKUNG FONDASI BORED PILE MENGGUNAKAN DATA STANDARD PENETRATION TEST (SPT) DENGAN PILE DRIVING ANALYZER (PDA) TEST DAN CAPWAP PADA JEMBATAN CITARUM PROYEK JALAN TOL JAKARTA – CIKAMPEK II SELATAN PAKET 3

FITRI, MAHARANI ELSA (2021) ANALISA PERBANDINGAN DAYA DUKUNG FONDASI BORED PILE MENGGUNAKAN DATA STANDARD PENETRATION TEST (SPT) DENGAN PILE DRIVING ANALYZER (PDA) TEST DAN CAPWAP PADA JEMBATAN CITARUM PROYEK JALAN TOL JAKARTA – CIKAMPEK II SELATAN PAKET 3. S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

The foundation is the most important structure located at the bottom of a building because that functions as a support for all loads, both live and dead loads above it and external forces. For this reason, the foundation of the building must be carefully calculated to ensure the stability of the building against the loads that work on it. The aims of this research is to compare the bearing capacity of the Bored Pile foundation using Standard Penetration Test (SPT) data with the Pile Driving Analyzer (PDA) Test and CAPWAP on the Citarum Bridge Jakarta – Cikampek II Selatan Toll Road Project Package 3. In analyzing the bearing capacity, several methods will be used, including the method of Reese and Wright (1977) and Meyerhof (1976). The results of the calculation of the axial bearing capacity based on Standard Penetration Test (SPT) data using the Reese and Wright (1977) method obtained the results of 857 tons on the P0 L pier, 1237 tons on the P2 R pier, and 961 tons on the P3 L pier. Meanwhile, based on the Meyerhof (1976) method the results obtained 1181 tons on the P0 L pier, 1643 tons on the P2 R pier, and 1288 tons on the P3 L pier. The axial bearing capacity that is close to the results of the PDA Test output and the CAPWAP software is the result of the axial bearing capacity using the Meyerhof (1976) method. Keywords: Foundation, Bored Pile, Bearing Capacity Fondasi merupakan struktur terpenting yang berada di bagian bawah suatu bangunan karena fondasi berfungsi sebagai penopang seluruh beban baik beban hidup maupun beban mati yang berada di atasnya dan gaya-gaya dari luar. Untuk itu, fondasi bangunan harus diperhitungkan dengan matang agar dapat menjamin kestabilan bangunan terhadap beban-beban yang bekerja diatasnya. Penelitian ini bertujuan untuk membandingkan daya dukung fondasi Bored Pile menggunakan data Standard Penetration Test (SPT) dengan Pile Driving Analyzer (PDA) Test dan CAPWAP pada Jembatan Citarum Proyek Jalan Tol Jakarta – Cikampek II Selatan Paket 3. Dalam menganalisis daya dukung, akan digunakan beberapa metode, diantaranya metode Reese dan Wright (1977) dan metode Meyerhof (1976). Hasil perhitungan daya dukung aksial berdasarkan data Standard Penetration Test (SPT) menggunakan metode Reese and Wright (1977) didapatkan hasil sebesar 857 ton pada pier P0 L, 1237 ton pada pier P2 R dan 961 ton pada pier P3 L. Sedangkan berdasarkan metode Meyerhof (1976) didapatkan hasil sebesar 1181 ton pada pier P0 L, 1643 ton pada pier P2 R dan 1288 ton pada pier P3 L. Berdasarkan perbandingan daya dukung aksial menggunakan data Standard Penetration Test (SPT) dengan output PDA Test dan software CAPWAP didapatkan bahwa hasil perhitungan daya dukung aksial yang mendekati hasil dari output PDA Test dan software CAPWAP adalah hasil perhitungan daya dukung aksial menggunakan metode Meyerhof (1976). Kata kunci : Fondasi, Bored Pile, Daya Dukung

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