THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM)
The performance of microtunnelling boring machine (MTBM) is represented by certain parameters such as advancement rate, efficiency in controlling line and level, less ground surface disturbance and jacking force. These parameters are closely related to subsoil properties which are types of soils, SP...
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my-utp-utpedia.204842021-08-23T09:59:43Z http://utpedia.utp.edu.my/20484/ THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) AHMRAN, MUHAMMAD SHAFIQ AIMAN TA Engineering (General). Civil engineering (General) The performance of microtunnelling boring machine (MTBM) is represented by certain parameters such as advancement rate, efficiency in controlling line and level, less ground surface disturbance and jacking force. These parameters are closely related to subsoil properties which are types of soils, SPT ‘N’ value and ground water table. This research aims to investigate how these factors relate to each other. The chosen project comprising the installation of 1300mm diameter of sewerage reinforced jacking pipe (RCJP) using pipe jacking and microtunnelling method at Jalan Pengkalan Perindustrian, Ipoh Perak. 2020-09 Thesis NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/20484/1/Muhammad%20Shafiq%20Aiman%20Ahmran_17005685.pdf AHMRAN, MUHAMMAD SHAFIQ AIMAN (2020) THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM). Masters thesis, Universiti Teknologi PETRONAS. |
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TA Engineering (General). Civil engineering (General) AHMRAN, MUHAMMAD SHAFIQ AIMAN THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) |
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The performance of microtunnelling boring machine (MTBM) is represented by certain parameters such as advancement rate, efficiency in controlling line and level, less ground surface disturbance and jacking force. These parameters are closely related to subsoil properties which are types of soils, SPT ‘N’ value and ground water table. This research aims to investigate how these factors relate to each other. The chosen project comprising the installation of 1300mm diameter of sewerage reinforced jacking pipe (RCJP) using pipe jacking and microtunnelling method at Jalan Pengkalan Perindustrian, Ipoh Perak. |
format |
Thesis |
author |
AHMRAN, MUHAMMAD SHAFIQ AIMAN |
author_facet |
AHMRAN, MUHAMMAD SHAFIQ AIMAN |
author_sort |
AHMRAN, MUHAMMAD SHAFIQ AIMAN |
title |
THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) |
title_short |
THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) |
title_full |
THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) |
title_fullStr |
THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) |
title_full_unstemmed |
THE EFFECT OF SUBSURFACE GROUND CONDITION ON THE PERFORMANCES OF MICROTUNNELLING BORING MACHINE (MTBM) |
title_sort |
effect of subsurface ground condition on the performances of microtunnelling boring machine (mtbm) |
publishDate |
2020 |
url |
http://utpedia.utp.edu.my/20484/1/Muhammad%20Shafiq%20Aiman%20Ahmran_17005685.pdf http://utpedia.utp.edu.my/20484/ |
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1739832759237476352 |
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13.211869 |