ANALISA DAYA DUKUNG PONDASI BORED PILE PADA PROYEK PEMBANGUNAN POP HOTEL JL. WOLTER MONGINSIDI, BANDAR LAMPUNG

OCHE ANGRYAWAN MUDA K., 0745011056 (2014) ANALISA DAYA DUKUNG PONDASI BORED PILE PADA PROYEK PEMBANGUNAN POP HOTEL JL. WOLTER MONGINSIDI, BANDAR LAMPUNG. Fakultas Teknik, Universitas Lampung.

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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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DAFTAR GAMBAR.pdf

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DAFTAR NOTASI.pdf

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BAB I.pdf

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DAFTAR PUSTAKA.pdf

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Abstrak

abstrak indonesia Pondasi tiang atau disebut juga pondasi dalam berfungsi untuk memikul dan menahan beban yang bekerja diatasnya yaitu beban konstruksi atas ke lapisan tanah yang keras. Setiap pondasi harus mampu mendukung beban sampai batas keamanan yang telah ditentukan, termasuk mendukung beban maksimum yang mungkin terjadi. Tujuan dari studi ini untuk menghitung dan membandingkan daya dukung tiang bor dari data sondir memakai metode Aoki dan De Alencar dan metode Mayerhoff, dari data SPT memakai metode Reese & Wright dan metode Mayerhoff. Hasil perhitungan daya dukung pondasi terdapat perbedaan nilai, baik dilihat dari penggunaan metode perhitungan maupun lokasi titik yang ditinjau. Kapasitas daya dukung bored pile direncanakan untuk diameter 80 cm sebesar 190 ton dan untuk diameter 60 cm sebesar 140 ton. Berdasarkan hasil perhitungan daya dukung tiang tunggal, untuk sondir dengan metode Aoki da De Alencar diameter 80 cm sebesar 123,1155 ton, diameter 60 cm sebesar 69,2525 ton. Sondir dengan metode Mayerhoff diameter 80 cm sebesar 310,181 ton, diameter 60 cm sebesar 179,884 ton. Berdasarkan data SPT dengan metode Resse & Wright diameter 80 cm sebesar 345,9816 ton, diameter 60 cm sebesar 248,2648 ton. SPT dengan metode Mayerhoff diameter 80 cm sebesar 259,9456 ton, diameter 60 cm sebesar 159,7632ton. Dari hasil perhitungan daya dukung tiang bored pile, lebih aman memakai daya dukung dari data SPT dengan metode Meyerhoff karena lebih aktual yaitu diameter 80 cm sebesar 259,9456 ton dan diameter 60 cm sebesar 159,7632 ton. Berdasarkan hasil perhitungan daya dukung tiang bored pile yang telah dilakukan, daya dukung rencana lebih kecil dari daya dukung aktual, maka daya dukung pondasi bored pile memenuhi syarat-syarat yang diijinkan. Kata kunci : Pondasi Tiang, daya dukung pondasi abstrak inggris Bored pile or also called deep foundation that serves to carry and hold the load acting on it is a load of construction on to the hard ground layer. Every foundation must be support the load to the safety limits, including support the maximum load. The purpose of this study is to calculate and compare the carrying capacity of the pile from data sondir using Aoki and De Alencar and Mayerhoff method, from data SPT using Reese & Wright and Mayerhoff method. Results of calculation of the carrying capacity of the foundation there are differences values, either views from using calculation method as well as the location of the point in the review. Bored pile bearing capacity is planned for diameters 80cm of 190 ton and for diameters 60 cm of 140 ton. Based on the results of the calculation of the carrying capacity single pile, for data sondir using Aoki and De Alencar method is diameter 80 cm of 123,1155 ton, diameter 60 cm of 69,2525 ton. Data Sondir with Mayerhoff method is diameter 80 cm of 310,181 ton, diameter 60 cm of 179,884 ton. Based on data SPT with Resse & Wright method is diameter 80 cm of 345,9816 ton, diameter 60 cm of 248,2648 ton. Data SPT with Mayerhoff method is diameter 80 cm of 259,9456 ton, diameter 60 cm of 159,7632ton. From the calculation of the carrying capacity of bored pile, it is safer wear the carrying capacity using data SPT with Meyerhoff method because more accurate that is diameter 80 cm of 259,9456 ton and diameter 60 cm of 159,7632 ton. Based on the calculation of the carrying capacity of bored pile that has been done, carrying capacity of the planned is less than actual carrying capacity, then the carrying capacity of bored pile foundation meets the requirements of the permitted. Keywords : bored pile, carrying capacity foundation

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 06:08
Last Modified: 17 Nov 2014 06:08
URI: http://digilib.unila.ac.id/id/eprint/5343

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