GE-31AB : case studies and analyses of slope instability and stabilization methods
Slope failure is a result of an unstable slope. It leads to the impairment of established service facilities. Therefore, assessment of slope stability is essentially a concern in the prevention of detrimental effects to human activities.
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| Other Authors: | |
| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2014
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| Online Access: | http://hdl.handle.net/10356/60730 |
| _version_ | 1811695754006233088 |
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| author | Neo, Deng Kai |
| author2 | Low Bak Kong |
| author_facet | Low Bak Kong Neo, Deng Kai |
| author_sort | Neo, Deng Kai |
| collection | NTU |
| description | Slope failure is a result of an unstable slope. It leads to the impairment of established service facilities. Therefore, assessment of slope stability is essentially a concern in the prevention of detrimental effects to human activities. |
| first_indexed | 2024-10-01T07:28:29Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/60730 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T07:28:29Z |
| publishDate | 2014 |
| record_format | dspace |
| spelling | ntu-10356/607302023-03-03T16:52:08Z GE-31AB : case studies and analyses of slope instability and stabilization methods Neo, Deng Kai Low Bak Kong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Slope failure is a result of an unstable slope. It leads to the impairment of established service facilities. Therefore, assessment of slope stability is essentially a concern in the prevention of detrimental effects to human activities. Bachelor of Engineering (Civil) 2014-05-29T07:50:44Z 2014-05-29T07:50:44Z 2014 2014 Final Year Project (FYP) http://hdl.handle.net/10356/60730 en Nanyang Technological University 72 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Geotechnical Neo, Deng Kai GE-31AB : case studies and analyses of slope instability and stabilization methods |
| title | GE-31AB : case studies and analyses of slope instability and stabilization methods |
| title_full | GE-31AB : case studies and analyses of slope instability and stabilization methods |
| title_fullStr | GE-31AB : case studies and analyses of slope instability and stabilization methods |
| title_full_unstemmed | GE-31AB : case studies and analyses of slope instability and stabilization methods |
| title_short | GE-31AB : case studies and analyses of slope instability and stabilization methods |
| title_sort | ge 31ab case studies and analyses of slope instability and stabilization methods |
| topic | DRNTU::Engineering::Civil engineering::Geotechnical |
| url | http://hdl.handle.net/10356/60730 |
| work_keys_str_mv | AT neodengkai ge31abcasestudiesandanalysesofslopeinstabilityandstabilizationmethods |