KAJIAN STABILITAS PONDASI DERMAGA 17.000 DWT DI DEPOT PANJANG, LAMPUNG

SUGIARTO, 0445011059 (2014) KAJIAN STABILITAS PONDASI DERMAGA 17.000 DWT DI DEPOT PANJANG, LAMPUNG. Fakultas Teknik, Universitas Lampung.

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1. COVER LUAR.pdf

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2. ABSTRACT.pdf

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3. ABSTRAK.pdf

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4. COVER DALAM.pdf

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5.HALAMAN PERSETUJUAN.pdf

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6. HALAMAN PENGESAHAN.pdf

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7. SURAT PERNYATAAN.pdf

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8. RIWAYAT HIDUP.pdf

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9. PERSEMBAHAN.pdf

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10. KATA PENGANTAR.pdf

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11. DAFTAR ISI.pdf

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12. DAFTAR TABEL.pdf

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13. DAFTAR GAMBAR.pdf

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14. DAFTAR NOTASI.pdf

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BAB I.pdf

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BAB II.pdf

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BAB III.pdf

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BAB IV.pdf
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BAB V.pdf

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DAFTAR PUSTAKA.pdf

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Abstrak

ABSTRACT THE ANALYSIS OF 17,000 DWT PORT FOUNDATION STABILITY IN PANJANG DEPOT OF LAMPUNG By Sugiarto A sea port is a construction of port used by ships to anchor and rest ships to load and unload cargos and to pick and unload passengers. The stability of port foundation can be seen from the ability of the foundation to accept load carrying and many types of forces. Forces that may influence port foundation stability include force coming from ships impacts, wind, and earth pressure ability that may happen; bearing capacity based on data end bearing pile and data friction pile, bearing capacity based on standard penetration test (SPT) and maximum shear strength of pile foundation. Based on these types of forces, maximum lateral forces and lateral pile deflection forces could be estimated. The estimation of forces that impact in the port with capacity of 17,000 DWT in Lampung depot are as follows. The stability of pile foundation supporter in B09 point is very good, and it can be seen from amount of occurring lateral force (2,062 tons) that is smaller than planned lateral force (534,874 tons). The bearing capacity (37,530 tons) that is currently accepted is smaller than planned bearing capacity (292,968 tons). The occurring deflection force to the pile (0.000306 m) is currently smaller that allowed deflection force (0.00635 m). Keywords : port, foundation stability, 17,000 DWT capacity ABSTRAK KAJIAN STABILITAS PONDASI DERMAGA 17.000 DWT DI DEPOT PANJANG, LAMPUNG Oleh Sugiarto Dermaga adalah suatu konstruksi bangunan pelabuhan yang digunakan untuk merapat dan menambatkan kapal yang melakukan bongkar muat barang dan menaik-turunkan penumpang, stabilitas pondasi dermaga dapat dilihat dari kemampuan pondasi dalam menerima beban dari gaya-gaya yang terjadi. Gaya gaya yang mempengaruhi stabilitas pondasi dermaga terdiri dari gaya yang terjadi pada dermaga seperti; gaya benturan kapal dan gaya akibat angin serta daya dukung tanah yang terjadi seperti; daya dukung berdasarkan data end bearing pile dan data friction pile, daya dukung berdasarkan data standard penetration test (SPT) dan gaya geser maksimum dinding tiang. Berdasarkan gaya gaya tersebut akan diketahui besarnya gaya lateral maksimum dan defleksi tiang lateral. Pada perhitungan gaya yang terjadi di Dermaga Kapasitas 17.000 DWT di Depot Panjang, Lampung terdapat hasil bahwa stabilitas pondasi tiang pancang pada titik B09 sangat baik, dapat dilihat dari besarnya gaya lateral yang terjadi (2,062 ton) lebih kecil dari gaya lateral yang direncanakan (534,874 ton), dari segi daya dukung yang diterima (37,530 ton) lebih kecil dari daya dukung yang direncanakan (292,968 ton) dan dari defleksi tiang yang terjadi (0,000306 m) lebih kecil dari defleksi izin (0,00635m) Kata Kunci : Dermaga, stabilitas pondasi, kapasitas 17.000 DWT

Tipe Karya Ilmiah: Skripsi
Subyek: A General Works = Karya Karya Umum > Karya Karya Umum = 000
Teknologi > Mesin (General). Mesin Sipil (General)
Teknologi > Mesin (General). Mesin Sipil (General)
Mesin (General). Mesin Sipil (General)
Program Studi: Fakultas Teknik > Prodi Sipil
Depositing User: sugiarto . Digilib
Date Deposited: 29 Apr 2015 07:46
Last Modified: 29 Apr 2015 07:46
URI: http://digilib.unila.ac.id/id/eprint/9459

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