Analisis Kapasitas Daya Dukung Pondasi Tiang Bor pada Hotel Wey-Wey Harbourbay

Putra, Eka (2018) Analisis Kapasitas Daya Dukung Pondasi Tiang Bor pada Hotel Wey-Wey Harbourbay. Project Report. UNSPECIFIED. (Submitted)

[img] Text
k-1511033-abstract-en.pdf

Download (652kB)
[img] Text
k-1511033-abstract-id.pdf

Download (652kB)
[img] Text
k-1511033-bibliography.pdf

Download (286B)
[img] Text
k-1511033-chapter1.pdf

Download (1MB)
[img] Text
k-1511033-chapter2.pdf

Download (3MB)
[img] Text
k-1511033-chapter3.pdf

Download (1MB)
[img] Text
k-1511033-chapter4.pdf

Download (2MB)
[img] Text
k-1511033-chapter5.pdf
Restricted to Repository staff only

Download (1MB) | Request a copy
[img] Text
k-1511033-chapter6.pdf
Restricted to Repository staff only

Download (726kB) | Request a copy
[img] Text
k-1511033-chapter7.pdf

Download (282B)
[img] Text
k-1511033-cover-id.pdf

Download (19kB)

Abstract

Pekerjaan pondasi merupakan suatu pekerjaan struktur yang sangat penting didalam sebuah pelaksanaan pembangunan gedung, dikarenakan struktur pondasi merupakan struktur yang berfungsi dalam memikul dan menahan beban yang bekerja diatasnya. Tujuan dari kerja praktek ini adalah berfungsi untuk menghitung dan menganalisa kapasitas daya dukung sebuah tiang dari hasil pengamatan standard penetration test (SPT). Metode untuk menghitung kuat dukung bored pile dari data yang didapat dari hasil SPT menggunakan metode M.J. Tomlinson. Berdasarkan data SPT diperoleh hasil perhitungan untuk tiang bored pile, Qu = 134 ton. ********************************************************************** The foundation work is a work that is critically important in a structure construction job, that is because foundation structure is a structure with the function to bear and withstand a load that work on it. The main purpose of this internship is to calculate the end bearing capacity of the pile from standard penetration test (SPT). The method to calculate end bearing capacity from standard penetration test data is using the method from M.J. Tomlinson. Based on standard penetration test data can be obtained the result of calculation for bored pile with the ultimate end bearing capacity is 134 ton.

Item Type: Monograph (Project Report)
Additional Information: Similarity: 23
Uncontrolled Keywords: bored pile, end bearing capacity, test report
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: School of Civil Engineering and Planning > Civil Engineering
SWORD Depositor: Admin Repository Universitas Internasional Batam
Depositing User: Admin Repository Universitas Internasional Batam
Date Deposited: 29 Apr 2020 08:03
Last Modified: 29 Apr 2020 08:05
URI: http://repository.uib.ac.id/id/eprint/2518

Actions (login required)

View Item View Item