CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE

Stabilization analysis of underground tunnel openings is important to know. Supporting system is closely related to the magnitude of the displacement experienced in the tunnel, where the displacement of rock mass and supporting is a function of time and advance of excavation. Basically, the rock mas...

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Main Author: PUTRA SUKARTO SURBAKTI (NIM : 12113070), SAMUELSON
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/30795
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:30795
spelling id-itb.:307952018-03-08T13:43:23ZCONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE PUTRA SUKARTO SURBAKTI (NIM : 12113070), SAMUELSON Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/30795 Stabilization analysis of underground tunnel openings is important to know. Supporting system is closely related to the magnitude of the displacement experienced in the tunnel, where the displacement of rock mass and supporting is a function of time and advance of excavation. Basically, the rock mass has its own support pressure or commonly known as the internal support pressure. The failure in the opening hole occurs when the internal support pressure is smaller than the critical support pressure. This is explained because when the construction of an opening in the mass of the rock will result in redistribution of stresses around the opening and also allows the emergence of plastic zones around the openings. Then the stress which towards to the tunnel (radial stress) will be greater than before, and if the stress value is greater than the internal support pressure pressure will cause the failure. <br /> <br /> The decrease of internal support pressure will occur along with the advance of excavation. In this study we will observe the decrease of internal support pressure due to excavation progress using RS3 2.0 software. Modeling with RS3 2.0 uses finite element method. This research uses the external boundary 100x110x110 m (tunnel will be dug 100 m) with radius of opening hole 5 m. Excavations were carried out in stages with a single excavation which in RS3 2.0 would be segmented at 1 m intervals (100 stages). In the results of this study can also see the displacement that occurs every progress of the excavation. Furthermore, a graph of the Longitudinal Displacement Profile will also be displayed for the purpose of viewing the radial displacements occurring along the unsaved excavation axis (ahead of the face and behind of the face). 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 Stabilization analysis of underground tunnel openings is important to know. Supporting system is closely related to the magnitude of the displacement experienced in the tunnel, where the displacement of rock mass and supporting is a function of time and advance of excavation. Basically, the rock mass has its own support pressure or commonly known as the internal support pressure. The failure in the opening hole occurs when the internal support pressure is smaller than the critical support pressure. This is explained because when the construction of an opening in the mass of the rock will result in redistribution of stresses around the opening and also allows the emergence of plastic zones around the openings. Then the stress which towards to the tunnel (radial stress) will be greater than before, and if the stress value is greater than the internal support pressure pressure will cause the failure. <br /> <br /> The decrease of internal support pressure will occur along with the advance of excavation. In this study we will observe the decrease of internal support pressure due to excavation progress using RS3 2.0 software. Modeling with RS3 2.0 uses finite element method. This research uses the external boundary 100x110x110 m (tunnel will be dug 100 m) with radius of opening hole 5 m. Excavations were carried out in stages with a single excavation which in RS3 2.0 would be segmented at 1 m intervals (100 stages). In the results of this study can also see the displacement that occurs every progress of the excavation. Furthermore, a graph of the Longitudinal Displacement Profile will also be displayed for the purpose of viewing the radial displacements occurring along the unsaved excavation axis (ahead of the face and behind of the face).
format Final Project
author PUTRA SUKARTO SURBAKTI (NIM : 12113070), SAMUELSON
spellingShingle PUTRA SUKARTO SURBAKTI (NIM : 12113070), SAMUELSON
CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE
author_facet PUTRA SUKARTO SURBAKTI (NIM : 12113070), SAMUELSON
author_sort PUTRA SUKARTO SURBAKTI (NIM : 12113070), SAMUELSON
title CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE
title_short CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE
title_full CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE
title_fullStr CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE
title_full_unstemmed CONSTRUCTION OF CHARACTERISTICS CURVE TUNNEL ADVANCED USING THREE-DIMENSIONAL FINITE ELEMENT METHODE
title_sort construction of characteristics curve tunnel advanced using three-dimensional finite element methode
url https://digilib.itb.ac.id/gdl/view/30795
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