Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak
This project focused on rock slope stability analysis at Hume Cement Quarry by using photogrammetry method and analysis data by Dip 7.0 program in rocscience. Quarry is a common place which is instability of the rock slope happen as the big issues due to the activities on site work such as excavatio...
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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2018
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| Online Access: | http://eprints.usm.my/53242/1/Rock%20Slope%20Stability%20Analysis%20Using%20Photogrammetric%20Method%20At%20Hume%20Cement%20Quarry%2C%20Gopeng%2C%20Perak_Aisyah%20Shahirah%20Juhari_B1_2018.pdf |
| _version_ | 1797012974020329472 |
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| author | Juhari, Aisyah Shahirah |
| author_facet | Juhari, Aisyah Shahirah |
| author_sort | Juhari, Aisyah Shahirah |
| collection | USM |
| description | This project focused on rock slope stability analysis at Hume Cement Quarry by using photogrammetry method and analysis data by Dip 7.0 program in rocscience. Quarry is a common place which is instability of the rock slope happen as the big issues due to the activities on site work such as excavation and blasting where it creating fractures, faults, and joints. In this project, several kinds of analysis are taken to investigate the stability of the rock slope whether it might be fail or not. There are two methods used which is empirical analysis, where it is more conventional i.e scanline mapping and kinematic analysis by using modern technology i.e drone for photogrammetry mapping. The software used in this project is AgiSoft PhotoScan, Cloud
Compare, Discontinuities Set Extractor program in MathLab software, and Dips 7.0 in Rocscience software. As result from empirical analysis, the rock at window A is classified
as “poor rock”. Meanwhile kinematic analysis result shows the probability of the rock slope to be a failure is high for wedge and toppling failure but does not occur for planar
failure. The major plane of discontinuities is Discontinuity Sets 1 (DS1). Rosette plot of both methods shows the same direction but different in quantity of the discontinuities set. The most dominant direction is N330˚ - N340˚ which trends on NNW-SSE where it describes the major direction of discontinuities while the least dominant discontinuities
orientation happens to occur at E-W with the direction of N080˚-N090˚. |
| first_indexed | 2024-03-06T15:55:34Z |
| format | Monograph |
| id | usm.eprints-53242 |
| institution | Universiti Sains Malaysia |
| language | English |
| last_indexed | 2024-03-06T15:55:34Z |
| publishDate | 2018 |
| publisher | Universiti Sains Malaysia |
| record_format | dspace |
| spelling | usm.eprints-532422022-07-01T04:52:15Z http://eprints.usm.my/53242/ Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak Juhari, Aisyah Shahirah T Technology TN Mining Engineering. Metallurgy This project focused on rock slope stability analysis at Hume Cement Quarry by using photogrammetry method and analysis data by Dip 7.0 program in rocscience. Quarry is a common place which is instability of the rock slope happen as the big issues due to the activities on site work such as excavation and blasting where it creating fractures, faults, and joints. In this project, several kinds of analysis are taken to investigate the stability of the rock slope whether it might be fail or not. There are two methods used which is empirical analysis, where it is more conventional i.e scanline mapping and kinematic analysis by using modern technology i.e drone for photogrammetry mapping. The software used in this project is AgiSoft PhotoScan, Cloud Compare, Discontinuities Set Extractor program in MathLab software, and Dips 7.0 in Rocscience software. As result from empirical analysis, the rock at window A is classified as “poor rock”. Meanwhile kinematic analysis result shows the probability of the rock slope to be a failure is high for wedge and toppling failure but does not occur for planar failure. The major plane of discontinuities is Discontinuity Sets 1 (DS1). Rosette plot of both methods shows the same direction but different in quantity of the discontinuities set. The most dominant direction is N330˚ - N340˚ which trends on NNW-SSE where it describes the major direction of discontinuities while the least dominant discontinuities orientation happens to occur at E-W with the direction of N080˚-N090˚. Universiti Sains Malaysia 2018-06-25 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/53242/1/Rock%20Slope%20Stability%20Analysis%20Using%20Photogrammetric%20Method%20At%20Hume%20Cement%20Quarry%2C%20Gopeng%2C%20Perak_Aisyah%20Shahirah%20Juhari_B1_2018.pdf Juhari, Aisyah Shahirah (2018) Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Bahan dan Sumber Mineral. (Submitted) |
| spellingShingle | T Technology TN Mining Engineering. Metallurgy Juhari, Aisyah Shahirah Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak |
| title | Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak |
| title_full | Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak |
| title_fullStr | Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak |
| title_full_unstemmed | Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak |
| title_short | Rock Slope Stability Analysis Using Photogrammetric Method At Hume Cement Quarry, Gopeng, Perak |
| title_sort | rock slope stability analysis using photogrammetric method at hume cement quarry gopeng perak |
| topic | T Technology TN Mining Engineering. Metallurgy |
| url | http://eprints.usm.my/53242/1/Rock%20Slope%20Stability%20Analysis%20Using%20Photogrammetric%20Method%20At%20Hume%20Cement%20Quarry%2C%20Gopeng%2C%20Perak_Aisyah%20Shahirah%20Juhari_B1_2018.pdf |
| work_keys_str_mv | AT juhariaisyahshahirah rockslopestabilityanalysisusingphotogrammetricmethodathumecementquarrygopengperak |