Pekerjaan Pondasi Bored Pile Proyek Hotel Wey Wey Harbourbay

Wardhana, Handifantra (2018) Pekerjaan Pondasi Bored Pile Proyek Hotel Wey Wey Harbourbay. Project Report. UNSPECIFIED. (Submitted)

[img] Text
k-1511030-abstract-en.pdf

Download (259kB)
[img] Text
k-1511030-abstract-id.pdf

Download (380kB)
[img] Text
k-1511030-bibliography.pdf

Download (286B)
[img] Text
k-1511030-chapter1.pdf

Download (457kB)
[img] Text
k-1511030-chapter2.pdf

Download (1MB)
[img] Text
k-1511030-chapter3.pdf

Download (994kB)
[img] Text
k-1511030-chapter4.pdf

Download (1MB)
[img] Text
k-1511030-chapter5.pdf
Restricted to Repository staff only

Download (674kB) | Request a copy
[img] Text
k-1511030-chapter6.pdf
Restricted to Repository staff only

Download (319kB) | Request a copy
[img] Text
k-1511030-chapter7.pdf

Download (282B)
[img] Text
k-1511030-cover-id.pdf

Download (24kB)

Abstract

Kerja praktek merupakan mata kuliah yang bertujuan untuk memberi pengalaman kerja kepada mahasiswa di lapangan, dimana mahasiswa mendapatkan ilmu secara langsung dengan peraktek dilapangan, dan ini justru berbeda dengan yang diajarkan diperkuliahan, maka mahasiswa dapat melihat langsung penerapan teori yang diajarkan di perkuliahan. pelaksanaan kerja praktek ini berada dilokasi proyek hotel Wey wey harboubay, yang dipelajari yaitu menghitung daya dukung ultimit tiang pondasi bored pile untuk memenuhi syarat berdirinya bangunan, kuat dukung pondasi bored pile diperoleh dari kuat ujung (end bearing capacity), yang diperoleh dari tekanan ujung tiang dan kuat dukung geser atau selimut (friction bearing capacity) yang diperoleh dari kuat dukung gesek atau gaya adhesi antara bored pile dan tanah sekelilingnya, dengan hasil yang didapat untuk daya dukung ultimit tiang sebesar 112,9756 ton. penulis juga mempelajari cara mengatasi pondasi bored pile yang gagal secara langsung, untuk mengetahui kedalaman lubang supaya pondasi memenuhi syarat daya dukung, hal itu bisa dilihat dengan berbagai tes, salah satunya dengan tes standard penetration test (SPT), tes ini untuk menentukan daya dukung tiang sebagai acuan mengetahui kedalaman serta diameter pondasi. dari hasil daya dukung ultimit tiang 112,9756 ton telah memenuhi syarat yang sudah direncanakan yaitu 100 ton untuk diameter 0,6 m / 600 mm. ********************************************************************** Practical work is a course that aims to provide work experience to students in the field, where students get knowledge directly with the field practice, and this is actually different from what is taught in lectures, so students can see firsthand the application of the theory taught in lectures. The implementation of this practical work is in the location of the Wey Wey Harboubay hotel project, which is studied by calculating the ultimate carrying capacity of bored pile foundation poles to meet the requirements for building construction. and friction bearing capacity obtained from the friction support strength or adhesion force between the bored pile and the surrounding soil, with the results obtained for the ultimate bearing capacity of the pole of 112.9756 tons. The author also learned how to overcome the failed bored pile foundation directly, to determine the depth of the hole so that the foundation meets the carrying capacity requirements, it can be seen by various tests, one of them is the standard penetration test (SPT), this test is to determine the bearing capacity of the pole as a reference to know the depth and diameter of the foundation. from the ultimate bearing capacity of 112.9756 tons of masts that have met the planned requirements of 100 tons for a diameter of 0.6 m / 600 mm.

Item Type: Monograph (Project Report)
Additional Information: Similarity: 22
Uncontrolled Keywords: : foundation, building, bored pile, standard penetration test (SPT)
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 07:39
Last Modified: 29 Apr 2020 07:41
URI: http://repository.uib.ac.id/id/eprint/2495

Actions (login required)

View Item View Item