An analysis of stability on rock slope by changing water level
A quarry with 105 m height large cut slope was analyzed. Beside RMR and SMR methods, FLAC2D were adopted to analyze slope stability. As a result, slope of and a site had a possibility of failure. Wet slope showed low safety factor. Soil nailing was recommended to solve it. Since safety factor of slo...
| Main Author: | |
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| Format: | Journal Article |
| Published: |
Korean Society for Rock Mechanics
2010
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| Online Access: | http://hdl.handle.net/20.500.11937/36691 |
| _version_ | 1848754840508825600 |
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| author | Jang, Hyong Doo |
| author_facet | Jang, Hyong Doo |
| author_sort | Jang, Hyong Doo |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | A quarry with 105 m height large cut slope was analyzed. Beside RMR and SMR methods, FLAC2D were adopted to analyze slope stability. As a result, slope of and a site had a possibility of failure. Wet slope showed low safety factor. Soil nailing was recommended to solve it. Since safety factor of slope largely depend on underground level, investigation for it seemed necessary. |
| first_indexed | 2025-11-14T08:46:48Z |
| format | Journal Article |
| id | curtin-20.500.11937-36691 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T08:46:48Z |
| publishDate | 2010 |
| publisher | Korean Society for Rock Mechanics |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-366912020-09-07T06:26:54Z An analysis of stability on rock slope by changing water level Jang, Hyong Doo A quarry with 105 m height large cut slope was analyzed. Beside RMR and SMR methods, FLAC2D were adopted to analyze slope stability. As a result, slope of and a site had a possibility of failure. Wet slope showed low safety factor. Soil nailing was recommended to solve it. Since safety factor of slope largely depend on underground level, investigation for it seemed necessary. 2010 Journal Article http://hdl.handle.net/20.500.11937/36691 10.7474/TUS Korean Society for Rock Mechanics restricted |
| spellingShingle | Jang, Hyong Doo An analysis of stability on rock slope by changing water level |
| title | An analysis of stability on rock slope by changing water level |
| title_full | An analysis of stability on rock slope by changing water level |
| title_fullStr | An analysis of stability on rock slope by changing water level |
| title_full_unstemmed | An analysis of stability on rock slope by changing water level |
| title_short | An analysis of stability on rock slope by changing water level |
| title_sort | analysis of stability on rock slope by changing water level |
| url | http://hdl.handle.net/20.500.11937/36691 |