STUDI DAYA DUKUNG PONDASI BORED PILE PADA GEDUNG BERTINGKAT TERPADU DI PELABUHAN TARAHAN BANDAR LAMPUN

ELVIRA INDRYANA, 1015011044 (2014) STUDI DAYA DUKUNG PONDASI BORED PILE PADA GEDUNG BERTINGKAT TERPADU DI PELABUHAN TARAHAN BANDAR LAMPUN. Fakultas Teknik, Universitas Lampung.

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ABSTRACT.pdf

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ABSTRAK.pdf

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COVER DALAM.pdf

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MENYETUJUI.pdf

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MENGESAHKAN.pdf

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SURAT PERNYATAAN.pdf

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RIWAYAT HIDUP.pdf

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PERSEMBAHAN.pdf

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SANWACANA.pdf

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DAFTAR ISI.pdf

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DAFTAR TABEL.pdf

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BAB I.pdf

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Abstrak

abstrak b.indonesia Pada suatu pekerjaan konstruksi, pondasi memiliki peran penting untuk menempatkan bangunan dan meneruskan beban yang disalurkan dari struktur atas kedalalam lapisan tanah yang keras. Pada pelaksanaan proyek Pembangunan Gedung Kantor Terpadu PT. Bukit Asam (Pesero). Tbk Unit Pelabuhan Tarahan Bandar Lampung menggunakan jenis pondasi dalam tipe pondasi bored pile. Penelitian ini mengkonsentrasikan pada pada peninjauan kapastas daya dukung pondasi bored pile, mengetahui stabilitas pondasi bored pile, dan sebagai perbandingan antara hasil analisis secara manual dengan hasil Pile Driving Analyzer Test (PDA). Proses analisis menggunakan data sekunder berupa gambar struktur proyek, hasil Standard Penetration Test (SPT) dan hasil Pile Driving Analyzer Test (PDA). Perhitungan dimulai dari menganalisis pembebanan dengan Program SAP 2000, menghitung kapasitas daya dukung dengan data penyelidikan tanah, melakukan perbandingan hasil analisis dengan hasil pengujian di lapangan, dan menganalisis stabilitas pondasi dengan menghitung penurunan pondasi bored pile. Perhitungan daya dukung pondasi menggunakan metode Meyerhoff. Pondasi bored pile dengan diameter 60 cm memiliki daya dukung ultimit sebesar 2600,9667 kN, sedangkan pada hasil PDA Test kapasitas dukung ultimit sebesar 3792 kN. Oleh karena itu nilai yang didapat dari perhitungan masih memenuhi syarat batas toleransi dan pondasi aman untuk konstruksi bangunan. Pondasi bored pile tidak mengalami penurunan yang besar sehingga aman untuk stabilitas pondasi bored pile tersebut. Kata kunci : bored pile, daya dukung, PDA b.inggris At a civil construction, the foundation has an important role to build up and transfer the upperstructure load to the ground support. In the implementation of the Integrated Office Building Development projects of PT. Bukit Asam (Persero). Tbk Tarahan Port Unit of Bandar Lampung is used the kind of deep foundation, which type is bored pile foundation. This study concentrates on the review of the bearing capacity of bored pile foundation, determine the stability of bored pile foundation, and as a comparison between the results of the analysis manually with the Pile Driving Analyzer (PDA) Test results. Process analysis using secondary data consist of shop drawing project, the results of the Standard Penetration Test (SPT) and the results of Pile Driving Analyzer (PDA) Test. The calculation starts from analyzing loading with SAP 2000 program, calculate the bearing capacity of the soil investigation data, make comparisons with the results of the analysis of the test results on the pitch, and to analyze foundation stability by calculating the settlement in bored pile foundation. Foundation bearing capacity calculations using Meyerhoff method. Bored pile foundation with 60 cm diameter has the ultimate bearing capacity of 2600.9667 kN, while the outcome of ultimate bearing capacity of a PDA Test of 3792 kN. Therefore, the value obtained from the calculation of tolerance limits still qualify and secure foundation for building construction. Bored pile foundation were not causes large settlement so it is safe for the bored pile foundation stability. Keywords : bored pile, bearing capacity, PDA

Tipe Karya Ilmiah: Skripsi
Subyek: A General Works = Karya Karya Umum
Program Studi: Fakultas Teknik > Prodi Sipil
Depositing User: Farid Hambali Prihantoro, A.Md.
Date Deposited: 17 Nov 2014 06:06
Last Modified: 17 Nov 2014 06:06
URI: http://digilib.unila.ac.id/id/eprint/5319

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