Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah
Slope stability assessment using modified D-Slope method is been conducted on five (5) rock slopes from Sandakan, Sabah. D-slope method comprises of G-Rating determination and Potential Instability. G-Rating includes 17 parameters of field observation and laboratory analysis to assess the slope cond...
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| Format: | Article |
| Language: | English English |
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Zibeline International Publishing
2020
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| Online Access: | https://eprints.ums.edu.my/id/eprint/27580/1/Slope%20stability%20assessment%20using%20modified%20d-slope%20method%20of%20western%20part%20of%20Sandakan%2C%20Sabah.pdf https://eprints.ums.edu.my/id/eprint/27580/2/Slope%20stability%20assessment%20using%20modified%20d-slope%20method%20of%20western%20part%20of%20Sandakan%2C%20Sabah1.pdf |
| _version_ | 1825714184299479040 |
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| author | Hennie Fitria Wulandary Soehady Erfen Amirul Adlie Mohd Rosli |
| author_facet | Hennie Fitria Wulandary Soehady Erfen Amirul Adlie Mohd Rosli |
| author_sort | Hennie Fitria Wulandary Soehady Erfen |
| collection | UMS |
| description | Slope stability assessment using modified D-Slope method is been conducted on five (5) rock slopes from Sandakan, Sabah. D-slope method comprises of G-Rating determination and Potential Instability. G-Rating includes 17 parameters of field observation and laboratory analysis to assess the slope condition. Kinematic analysis is used for Potential Instability analysis to determine the type of failures for each slope. This later is to determine the level of slope’s risk: No Risk, Low Risk, Moderate Risk or High Risk. Based on the results of G-Rating, only slope C1 and C2 have value more than 0.4 while other slopes have less than 0.4 which indicates stable slopes. Based on kinematic analysis, slope C1 and C3 experienced wedge failures, slope C4 with toppling failure, slope C5 with wedge/planar failures and no failure shown for slope C2. D-slope analysis indicates that slope C1 is considered as Low Risk with mitigation suggestions of stream system inspection and vegetation on exposed area of the slopes, while other slopes (C2, C3, C4 and C5) have no suggestion for mitigation as been assessed as No Risk. |
| first_indexed | 2024-03-06T03:08:01Z |
| format | Article |
| id | ums.eprints-27580 |
| institution | Universiti Malaysia Sabah |
| language | English English |
| last_indexed | 2024-03-06T03:08:01Z |
| publishDate | 2020 |
| publisher | Zibeline International Publishing |
| record_format | dspace |
| spelling | ums.eprints-275802021-07-01T14:20:01Z https://eprints.ums.edu.my/id/eprint/27580/ Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah Hennie Fitria Wulandary Soehady Erfen Amirul Adlie Mohd Rosli Q Science (General) QE Geology Slope stability assessment using modified D-Slope method is been conducted on five (5) rock slopes from Sandakan, Sabah. D-slope method comprises of G-Rating determination and Potential Instability. G-Rating includes 17 parameters of field observation and laboratory analysis to assess the slope condition. Kinematic analysis is used for Potential Instability analysis to determine the type of failures for each slope. This later is to determine the level of slope’s risk: No Risk, Low Risk, Moderate Risk or High Risk. Based on the results of G-Rating, only slope C1 and C2 have value more than 0.4 while other slopes have less than 0.4 which indicates stable slopes. Based on kinematic analysis, slope C1 and C3 experienced wedge failures, slope C4 with toppling failure, slope C5 with wedge/planar failures and no failure shown for slope C2. D-slope analysis indicates that slope C1 is considered as Low Risk with mitigation suggestions of stream system inspection and vegetation on exposed area of the slopes, while other slopes (C2, C3, C4 and C5) have no suggestion for mitigation as been assessed as No Risk. Zibeline International Publishing 2020 Article PeerReviewed text en https://eprints.ums.edu.my/id/eprint/27580/1/Slope%20stability%20assessment%20using%20modified%20d-slope%20method%20of%20western%20part%20of%20Sandakan%2C%20Sabah.pdf text en https://eprints.ums.edu.my/id/eprint/27580/2/Slope%20stability%20assessment%20using%20modified%20d-slope%20method%20of%20western%20part%20of%20Sandakan%2C%20Sabah1.pdf Hennie Fitria Wulandary Soehady Erfen and Amirul Adlie Mohd Rosli (2020) Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah. Geological Behavior (GBR), 14 (1). pp. 13-17. ISSN 2521-0491 https://geologicalbehavior.com/archives/1gbr2020/1gbr2020-13-17.pdf |
| spellingShingle | Q Science (General) QE Geology Hennie Fitria Wulandary Soehady Erfen Amirul Adlie Mohd Rosli Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah |
| title | Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah |
| title_full | Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah |
| title_fullStr | Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah |
| title_full_unstemmed | Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah |
| title_short | Slope stability assessment using modified d-slope method of western part of Sandakan, Sabah |
| title_sort | slope stability assessment using modified d slope method of western part of sandakan sabah |
| topic | Q Science (General) QE Geology |
| url | https://eprints.ums.edu.my/id/eprint/27580/1/Slope%20stability%20assessment%20using%20modified%20d-slope%20method%20of%20western%20part%20of%20Sandakan%2C%20Sabah.pdf https://eprints.ums.edu.my/id/eprint/27580/2/Slope%20stability%20assessment%20using%20modified%20d-slope%20method%20of%20western%20part%20of%20Sandakan%2C%20Sabah1.pdf |
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