ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION

The Nanjung Tunnel is a parallel tunnel construction project for waterways, each of which has a length of 230 meters. The making of The Nanjung Water Tunnel uses the New Austrian Tunnelling Method (NATM) method with roadheader as their main excavation tool. The roadheader moves transversely, breakin...

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Main Author: Wahyu Hidayat, Dhany
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/41854
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:41854
spelling id-itb.:418542019-09-05T11:58:46ZROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION Wahyu Hidayat, Dhany Indonesia Final Project roadheader, tunnel, prediction, productivity, cutting forces, dimensional analysis. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/41854 The Nanjung Tunnel is a parallel tunnel construction project for waterways, each of which has a length of 230 meters. The making of The Nanjung Water Tunnel uses the New Austrian Tunnelling Method (NATM) method with roadheader as their main excavation tool. The roadheader moves transversely, breaking the rock with chipping mechanism using pick with a pointy attack pick. During the excavation activities, planning needs to be done to ensure the performance and productivity match with needs. The Excavation Productivity Estimation is obtained based on cutting forces acting on pick and by using the equations from Bilgin (1990), Copur (1997), and Ebrahimabadi (2010). The powers required to excavate rocks in certain conditions is obtained from the cutting force of the roadheader. From the powers, the productivity value of the roadheader is obtained. Meanwhile, according to Bilgin (1990), Copur (1997), and Ebrahimabadi (2010), the value of roadheader productivity is generally influenced by rock compressive strength (UCS), rock tensile strength (UTS), RQD value, machine power and machine weight. In every empirical equation, not every parameter is used. The actual productivity value will also be compared with the estimated value of productivity to be analysed and evaluated. Based on the calculation and analysis results, the cutting force for one pick is 1.86 kN. The machine powers requirement is 54 kW with an estimated productivity of 28.18 m3/hour. This estimation technique results are lower compared to actual condition which is 32.28 m3/hour with deviation value of -12.7%. In addition, the Ebrahimabadi (2010) empirical equation has the smallest deviation value of -14.97% of actual productivity, when compared with other empirical equations. To obtain the correlation between the parameters that work with the actual productivity of the roadheader in the field, a dimensional analysis is performed. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The Nanjung Tunnel is a parallel tunnel construction project for waterways, each of which has a length of 230 meters. The making of The Nanjung Water Tunnel uses the New Austrian Tunnelling Method (NATM) method with roadheader as their main excavation tool. The roadheader moves transversely, breaking the rock with chipping mechanism using pick with a pointy attack pick. During the excavation activities, planning needs to be done to ensure the performance and productivity match with needs. The Excavation Productivity Estimation is obtained based on cutting forces acting on pick and by using the equations from Bilgin (1990), Copur (1997), and Ebrahimabadi (2010). The powers required to excavate rocks in certain conditions is obtained from the cutting force of the roadheader. From the powers, the productivity value of the roadheader is obtained. Meanwhile, according to Bilgin (1990), Copur (1997), and Ebrahimabadi (2010), the value of roadheader productivity is generally influenced by rock compressive strength (UCS), rock tensile strength (UTS), RQD value, machine power and machine weight. In every empirical equation, not every parameter is used. The actual productivity value will also be compared with the estimated value of productivity to be analysed and evaluated. Based on the calculation and analysis results, the cutting force for one pick is 1.86 kN. The machine powers requirement is 54 kW with an estimated productivity of 28.18 m3/hour. This estimation technique results are lower compared to actual condition which is 32.28 m3/hour with deviation value of -12.7%. In addition, the Ebrahimabadi (2010) empirical equation has the smallest deviation value of -14.97% of actual productivity, when compared with other empirical equations. To obtain the correlation between the parameters that work with the actual productivity of the roadheader in the field, a dimensional analysis is performed.
format Final Project
author Wahyu Hidayat, Dhany
spellingShingle Wahyu Hidayat, Dhany
ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION
author_facet Wahyu Hidayat, Dhany
author_sort Wahyu Hidayat, Dhany
title ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION
title_short ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION
title_full ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION
title_fullStr ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION
title_full_unstemmed ROADHEADER PERFORMANCE ANALYSIS FOR NANJUNG WATER TUNNEL EXCAVATION
title_sort roadheader performance analysis for nanjung water tunnel excavation
url https://digilib.itb.ac.id/gdl/view/41854
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