TINJAUAN DAYA DUKUNG TANAH PADA PONDASI TIANG PANCANG PEMBANGUNAN PLTU LAMPUNG 2x100 MW DESA TARAHAN KABUPATEN LAMPUNG SELATAN

IRENE ANNE ELFIANI AGUNG, 0645011044 (2015) TINJAUAN DAYA DUKUNG TANAH PADA PONDASI TIANG PANCANG PEMBANGUNAN PLTU LAMPUNG 2x100 MW DESA TARAHAN KABUPATEN LAMPUNG SELATAN. Fakultas Teknik, Universitas Lampung.

[img]
Preview
Text
ABSTRAK.pdf

Download (42Kb) | Preview
[img]
Preview
Text
ABSTRACT.pdf

Download (109Kb) | Preview
[img]
Preview
Text
COVER DALAM.pdf

Download (176Kb) | Preview
[img]
Preview
Text
HALAMAN PERSETUJUAN.pdf

Download (183Kb) | Preview
[img]
Preview
Text
HALAMAN PENGESAHAN.pdf

Download (180Kb) | Preview
[img]
Preview
Text
HALAMAN PERNYATAAN.pdf

Download (173Kb) | Preview
[img]
Preview
Text
RIWAYAT HIDUP.pdf

Download (24Kb) | Preview
[img]
Preview
Text
PERSEMBAHAN.pdf

Download (50Kb) | Preview
[img]
Preview
Text
MOTO.pdf

Download (48Kb) | Preview
[img]
Preview
Text
SANWACANA.pdf

Download (115Kb) | Preview
[img]
Preview
Text
DAFTAR ISI.pdf

Download (130Kb) | Preview
[img]
Preview
Text
DAFTAR GAMBAR.pdf

Download (123Kb) | Preview
[img]
Preview
Text
DAFTAR TABEL.pdf

Download (123Kb) | Preview
[img]
Preview
Text
DAFTAR NOTASI.pdf

Download (108Kb) | Preview
[img]
Preview
Text
BAB I.pdf

Download (108Kb) | Preview
[img]
Preview
Text
BAB II.pdf

Download (927Kb) | Preview
[img]
Preview
Text
BAB III.pdf

Download (49Kb) | Preview
[img] Text
BAB IV.pdf
Restricted to Registered users only

Download (457Kb) | Request a copy
[img]
Preview
Text
BAB V.pdf

Download (116Kb) | Preview
[img]
Preview
Text
DAFTAR PUSTAKA.pdf

Download (25Kb) | Preview

Abstrak

ABSTRAK Pondasi tiang termasuk dalam salah satu kategori dari pondasi dalam. Pondasi tiang, digunakan untuk tanah pondasi pada kedalaman yang normal tidak mampu mendukung bebannya dan tanah keras terletak pada kedalaman yang sangat dalam. Kapasitas daya dukung pondasi tiang didapatkan dari daya dukung ujung (end bearing capacity) yang diperoleh dari tekanan ujung tiang dan daya dukung geser atau selimut (friction bearing capacity) yang diperoleh dari daya dukung gesek atau gaya adhesi antara pondasi tiang dan tanah sekelilingnya. Untuk mendapatkan nilai daya dukung, dilakukan pengumpulan data tanah dan data struktur terlebih dahulu. Dari data yang terkumpul akan mendapatkan perhitungan daya dukung tanah dengan menggunakan perhitungan beberapa metode. Pada perhitungan daya dukung ujung tiang dapat menggunakan metode Mayerhof dimana didapat nilai sebesar 348,5085 ton, metode Terzaghi didapat nilai sebesar 306,4934 ton, dan metode Vesic sebesar 356,6522 ton. Sedangkan pada perhitungan daya dukung friksi penulis menggunakan metode α-Tomlinson didapat nilai sebesar 1264,4897 ton, metode λ-Vijayvergiya & Foch sebesar 1098,5920 ton, dan metode β-Burland sebesar 1123,2058. Perbedaan masing - masing perhitungan disebabkan oleh perbedaan nilai koefisien yang berbeda – beda dalam tiap metode. Kata kunci : Daya Dukung, Pondasi Tiang ABSTRACT Pile included in one of the categories of deep foundations. Piles, used for the soil foundation at a depth that is normally not capable of supporting its load and hard ground lies at a depth. Bearing capacity of pile derived from the tip (end bearing capacity) and bearing capacity is obtained from pressure bearing capacity of the pile and sliding or blanket (frictionbearing capacity) from the carrying capacity of the friction or adhesion force between the pile and the surrounding soil. To get the value of carrying capacity, ground data collection and data structure must be obtained first. From the data collected will get the soil bearing capacity calculations using several methods of calculation. In the calculation of bearing capacity of the pile can be obtained using methods Mayerhof where 348.5085 tons, Terzaghi method obtained a value of 306.4934 tons, and Vesic method of 356.6522 tons. While the authors friction bearing capacity calculations using α- Tomlinson obtained a value of 1264.4897 tons, the method λ-Vijayvergiya & Foch of 1098.5920 tons, and β-Burland method of 1123.2058. Differences each caused by different calculation coefficient wheter values are different in each method. Keywords: Bearing Capacity, Pile Foundations

Tipe Karya Ilmiah: Skripsi
Subyek: 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: 1654741 . Digilib
Date Deposited: 26 Feb 2015 04:49
Last Modified: 26 Feb 2015 04:49
URI: http://digilib.unila.ac.id/id/eprint/7370

Actions (login required)

View Item View Item