Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/67495
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dc.contributor.authorChan, Guoquan-
dc.date.accessioned2016-05-17T06:10:27Z-
dc.date.available2016-05-17T06:10:27Z-
dc.date.issued2016-
dc.identifier.urihttp://hdl.handle.net/10356/67495-
dc.description.abstractWith 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.en_US
dc.format.extent48 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University-
dc.subjectDRNTU::Engineeringen_US
dc.titleReliability analysis of underground excavations in rocksen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorLow Bak Kongen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
dc.contributor.supervisor2Low Bak Kongen_US
item.grantfulltextrestricted-
item.fulltextWith Fulltext-
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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