Stress redistribution in rock mass surrounding underground excavations
Different factors that can affect the stress redistribution of an underground excavation work are examined and explored to find out how different factors from different aspect of an underground excavation can affect stress redistribution after excavation work is carried out.The software Phase2 devel...
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| Other Authors: | |
| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2011
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| Online Access: | http://hdl.handle.net/10356/45148 |
| _version_ | 1826115505411325952 |
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| author | Liau, Tai Wee. |
| author2 | Low Bak Kong |
| author_facet | Low Bak Kong Liau, Tai Wee. |
| author_sort | Liau, Tai Wee. |
| collection | NTU |
| description | Different factors that can affect the stress redistribution of an underground excavation work are examined and explored to find out how different factors from different aspect of an underground excavation can affect stress redistribution after excavation work is carried out.The software Phase2 developed by Rocsience is used in the analysis of existing data located from different sources to better understand how the different factors such as shapes of underground excavation, rock parameters surrounding excavated area, internal pressure of excavated area, in-situ stress before excavation and near-by excavation work can affect the stress redistribution after tunneling was carried out. |
| first_indexed | 2024-10-01T03:56:35Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/45148 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T03:56:35Z |
| publishDate | 2011 |
| record_format | dspace |
| spelling | ntu-10356/451482023-03-03T17:24:54Z Stress redistribution in rock mass surrounding underground excavations Liau, Tai Wee. Low Bak Kong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Different factors that can affect the stress redistribution of an underground excavation work are examined and explored to find out how different factors from different aspect of an underground excavation can affect stress redistribution after excavation work is carried out.The software Phase2 developed by Rocsience is used in the analysis of existing data located from different sources to better understand how the different factors such as shapes of underground excavation, rock parameters surrounding excavated area, internal pressure of excavated area, in-situ stress before excavation and near-by excavation work can affect the stress redistribution after tunneling was carried out. Bachelor of Engineering (Civil) 2011-06-09T06:30:34Z 2011-06-09T06:30:34Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/45148 en Nanyang Technological University 33 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Geotechnical Liau, Tai Wee. Stress redistribution in rock mass surrounding underground excavations |
| title | Stress redistribution in rock mass surrounding underground excavations |
| title_full | Stress redistribution in rock mass surrounding underground excavations |
| title_fullStr | Stress redistribution in rock mass surrounding underground excavations |
| title_full_unstemmed | Stress redistribution in rock mass surrounding underground excavations |
| title_short | Stress redistribution in rock mass surrounding underground excavations |
| title_sort | stress redistribution in rock mass surrounding underground excavations |
| topic | DRNTU::Engineering::Civil engineering::Geotechnical |
| url | http://hdl.handle.net/10356/45148 |
| work_keys_str_mv | AT liautaiwee stressredistributioninrockmasssurroundingundergroundexcavations |