Reliability analysis of underground excavations in rocks

With the growing world population and the limited space available, many have turned their attention to underground possibilities. Even with the fast developing technologies we possess, underground excavations are still full of challenges. The lack of information and uncertainties of what is beneath...

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Bibliographic Details
Main Author: Chan, Guoquan
Other Authors: Low Bak Kong
Format: Final Year Project (FYP)
Language:English
Published: 2016
Subjects:
Online Access:http://hdl.handle.net/10356/67495
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author Chan, Guoquan
author2 Low Bak Kong
author_facet Low Bak Kong
Chan, Guoquan
author_sort Chan, Guoquan
collection NTU
description With the growing world population and the limited space available, many have turned their attention to underground possibilities. Even with the fast developing technologies we possess, underground excavations are still full of challenges. The lack of information and uncertainties of what is beneath subjects Geotechnical Engineers to a difficult task. This project will focus on the excavation in underground rock layer. Deterministic and reliability analysis will be conducted on underground tunneling and excavations. For the deterministic analysis, closed form solutions and computer program Rocscience Phase2 would be used to obtain results. Comparisons between numerical results from closed form solutions and Finite Element theory from Phase2 would also be made. Comparisons of different excavation shapes and their effect would also be discussed. For the reliability analysis, First Order Reliability Method would be used to estimate the probability of failure in each individual case. Detailed process of how the analysis was conducted explained. Possibility of varying the methods would also be discussed in the project.
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spelling ntu-10356/674952023-03-03T17:05:44Z Reliability analysis of underground excavations in rocks Chan, Guoquan Low Bak Kong School of Civil and Environmental Engineering Low Bak Kong DRNTU::Engineering With the growing world population and the limited space available, many have turned their attention to underground possibilities. Even with the fast developing technologies we possess, underground excavations are still full of challenges. The lack of information and uncertainties of what is beneath subjects Geotechnical Engineers to a difficult task. This project will focus on the excavation in underground rock layer. Deterministic and reliability analysis will be conducted on underground tunneling and excavations. For the deterministic analysis, closed form solutions and computer program Rocscience Phase2 would be used to obtain results. Comparisons between numerical results from closed form solutions and Finite Element theory from Phase2 would also be made. Comparisons of different excavation shapes and their effect would also be discussed. For the reliability analysis, First Order Reliability Method would be used to estimate the probability of failure in each individual case. Detailed process of how the analysis was conducted explained. Possibility of varying the methods would also be discussed in the project. Bachelor of Engineering (Civil) 2016-05-17T06:10:27Z 2016-05-17T06:10:27Z 2016 Final Year Project (FYP) http://hdl.handle.net/10356/67495 en Nanyang Technological University 48 p. application/pdf
spellingShingle DRNTU::Engineering
Chan, Guoquan
Reliability analysis of underground excavations in rocks
title Reliability analysis of underground excavations in rocks
title_full Reliability analysis of underground excavations in rocks
title_fullStr Reliability analysis of underground excavations in rocks
title_full_unstemmed Reliability analysis of underground excavations in rocks
title_short Reliability analysis of underground excavations in rocks
title_sort reliability analysis of underground excavations in rocks
topic DRNTU::Engineering
url http://hdl.handle.net/10356/67495
work_keys_str_mv AT changuoquan reliabilityanalysisofundergroundexcavationsinrocks