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


Davi Wahyuni


Tondo Indra Nyata


Anis Wulandari


Ansi Aflacha




ITS » Undergraduate Theses » Teknik Sipil
Posted by dewi007 at 10/11/2008 16:00:32  •  14485 Views


PERENCANAAN TEKNIS STRUKTUR UNDERPASS JALAN RAYA ACHMAD YANI JEMUR SARI SURABAYA

THE TECHNICAL PLANNING OF UNDERPASS STRUCTURE AT ACHMAD YANI-JEMUR SARI STREET SURABAYA

Author :
Syaifullah 




ABSTRAK

Masalah kemacetan di persimpangan jalan Achmad Yani dan jemur Sari sudah semakin parah. Salah satu usaha untuk mengatasi masalah tersebut adalah dengan membuat suatu alternatif jalan raya yaitu dengan membuat underpass buat kendaraan yang berasal dari arah Sidoarjo menuju Surabaya. Dalam tugas akhir ini dibahas mengenai perencanaan teknis saja dari underpass. Underpass dihitung kekuatan dan stabilitasnya dengan mengkonsiderasikan 2 metode pelaksanaan yakni dengan TBM dan Cut and Cover Method. Penampang underpass menggunakan bentuk circular disesuaikan dengan bentuk Tunnel Boring Machine TBM. Struktur lining underpass menggunakan sistem segmental precast. Sambungan arah melingkar menggunakan tipe knuckle dan arah memanjang menggunakan tipe tongue and groove untuk underpass dengan metode TBM. Sedangkan untuk perencanaan metode Cut and Cover digunakan sambungan baut biasa. Untuk perhitungan struktur digunakan program bantu SAP 2000. Cara Cut and Cover tidak bisa dilaksanakan pada lokasi dan di pergunakan cara TBM yang dimodifikasi dengan strauss sebagai pondasi.


ABSTRACT

The problem of traffic jam at Achmad Yani-Jemur Sari Street Crossing becomes a severe matter. One of the alternative solutions to overcome the problem is by designing the alternative road which is by designing the underpass to accommodate the traffic from Sidoarjo to Surabaya. This final project is only discussing about the technical planning of the underpass. The underpass is computed on the stability and the ability to accommodate the load meanwhile considering 2 construction methods i.e. TBM method and Cut and Cover Method. The cross section of the underpass is circular type match with the TBM face. The lining structure of the underpass is segmental precast system. The radial joint applied is the knuckle type joint and the circumferential joint applied is the tongue and groove joint for the TBM Method. The planning of underpass lining which used in the Cut and Cover method is bolt connection. The calculation of the lining structure uses SAP 2000 software program. The Cut and Cover method is not suitable at the site so the TBM method modify with Strauss as foundation is applied.



Keywords"kemacetan; persimpangan jalan Achmad Yani dan Jemur Sari; underpass;segmental lning; TBM; Cut and Cover"
 
Subject:  jalan; terowongan
Contributor
  1. Ir. Suwarno, M.Eng.
    Musta’in Arif, ST. MT.
Date Create: 10/11/2008
Type: Text
Format: pdf.
Language: Indonesian
Identifier: ITS-Undergraduate-3100008032597
Collection ID: 3100008032597
Call Number: RSS 624.193 Sya p


Source
Civil Engineering, RSS 624.193 Sya p, 2008

Coverage
ITS Community Only

Rights
Copyright @2008 by ITS Library. This publication is protected by copyright and permission should be obtained from the ITS Library prior to any prohibited reproduction, storage in a retrievel system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise. For information regarding permission(s), write to ITS Library




[ Download - Summary ]

ITS-Undergraduate-3100008032597-2156.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 10.199.6.2
using CCBot/2.0 (https://commoncrawl.org/faq/)



Copyright © ITS Library 2006 - 2021 - All rights reserved.
Dublin Core Metadata Initiative and OpenArchives Compatible
Developed by Hassan