EMAIL: PASSWORD:
Front Office
UPT. PERPUSTAKAAN
Institut Teknologi Sepuluh Nopember Surabaya


Kampus ITS Sukolilo - Surabaya 60111

Phone : 031-5921733 , 5923623
Fax : 031-5937774
E-mail : libits@its.ac.id
Website : http://library.its.ac.id

Support (Customer Service) :
timit_perpus@its.ac.id




Welcome..guys!

Have a problem with your access?
Please, contact our technical support below:
LIVE SUPPORT


Moh. Fandika Aqsa


Davi Wahyuni


Tondo Indra Nyata


Anis Wulandari


Ansi Aflacha




ITS » Paper and Presentation » Teknik Manajemen Pantai - S2
Posted by dee@its.ac.id at 13/11/2014 19:23:44  •  1135 Views


KOMPARASI BEBERAPA METODE ANALISA INTEGRITAS STRUKTUR TIANG PANCANG UNTUK DERMAGA

COMPARISON PILE FOUNDATION STRUCTURAL INTEGRITY ANALYSIS METHODS FOR DOCK

Author :
RACHMAN, MUDZAKKIR MAULANA ( 4111205202 )




ABSTRAK

Pondasi tiang pancang merupakan salah satu faktor yang penting dalam struktur bangunan pantai salah satunya adalah dermaga. Dalam melakukan pembangunan sebuah dermaga maka diperlukan perhitungan tentang daya dukung tiang pancang agar mengetahui berapa besar beban yang mampu diterima oleh tiang pancang tersebut. Dalam penelitian ini dilakukan perhitungan kapasitas daya dukung tiang pancang pada proyek Barge Loading Facility di Meulaboh dengan menggunakan beberapa metode sehingga diketahui perbedaan kapasitas daya dukung tiang pancang baik secara aksial dan lateral. Dari hasil analisa maka pondasi tiang pancang dengan diameter 600 mm secara aksial dengan Metode Meyerhof mempunyai besaran daya dukung 139.17 ton sedangkan OCDI mempunyai daya dukung 122.55 ton. Daya dukung lateral dengan Metode API sebesar 153.61 ton sedangkan Broms 130.80 ton. Dari hasil analisa kapasitas pondasi maka pada subjek penelitian direkomendasikan untuk memakai Metode OCDI dan Broms. Adanya struktur tiang pancang di laut maka akan terjadi gerusan pada dasar laut akibat dari beban lingkungan. Kedalaman gerusan tiang dengan diameter 981 600 mm yang disebabkan oleh arus dengan kecepatan 0.1 md sebesar 0.02 meter kedalaman gerusan oleh gelombang setinggi 3.3 meter sebesar 0.16 meter dan kombinasi dari arus dan gelombang dengan Ucw 0.15 md adalah 0.5 meter. Dan untuk kedalaman gerusan maksimum oleh propeller dengan Ubc 0.06 md adalah 0.5 meter dengan metode Yuksel dan 0.4 meter untuk metode Chin


ABSTRACT

Pile foundation is important aspect in coastal structures one them is the dock. Conducting the construction of a dock pier wharf and jetty would require the calculation of the bearing capacity of piles in order to know limitation load can be accepted by the pile. In this research bearing capacity of piles on Barge Loading Facility Projects in Meulaboh calculated using by several methods in order to understanding the differences in the bearing capacity of piles in axial and lateral capacities . From the analysis of the pile foundation with diameter 600 mm pile foundation bearing capacity with Meyerhof methods has a 139.17 tons meanwhile OCDI has a bearing capacity of 122.55 tons. Lateral bearing capacity of pile foundation with API methods is 153.61 tons and the Broms methods has pile foundation bearing capacity 130.80 tons. Therefore on the subject of research is recommended using OCDI methods for axial capacity and Broms methods for lateral capacity. The existence of the pile foundation structure in the sea cause scouring at the seabed as a result of due to environmental loads. The depth of scour depth with a diameter of 600 mm caused by the current flow velocity 0.1 ms is 0.02 meters depth of scour by waves with 3.3 meters height is 0.16 meters and a combination of currents and waves with UCW 0.15 ms is 0.5 meters. And for maximum scour depth by propeller with Ubc 0.06 ms is 0.5 meters by Yuksel methods and 0.4 meters by Chin methods.



KeywordsPondasi tiang pancang; Daya dukung tiang pancang; Gerusan
 
Subject:  Dermaga (Teknik Sipil)
Contributor
  1. Haryo Dwito Armono, ST., Msc., Ph.D
  2. Kriyo Sambodho, ST., M. Eng., Ph. D
Date Create: 29/01/2014
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-paper-41121140006245
Collection ID: 41121140006245
Call Number: RTKe 627.31 Rac k


Source
Paper and Presentation of Naval Architechture and Ship Building Engineering, RTKe 627.31 Rac k, 2014

Coverage
ITS Community

Rights
Copyright @2014 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




[ Download - Summary ]

ITS-paper-41121140006245-33653.pdf




 Similar Document...




! ATTENTION !

To facilitate the activation process, please fill out the member application form correctly and completely

Registration activation of our members will process up to max 24 hours (confirm by email). Please wait patiently

POLLING

Bagaimana pendapat Anda tentang layanan repository kami ?

Bagus Sekali
Baik
Biasa
Jelek
Mengecewakan





You are connected from 54.162.166.214
using CCBot/2.0 (http://commoncrawl.org/faq/)



Copyright © ITS Library 2006 - 2017 - All rights reserved.
Dublin Core Metadata Initiative and OpenArchives Compatible
Developed by Hassan