Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating
The rapid development in the construction of infrastructure on the hilly terrain has led to excavation of large bodies of rock mass to form cut slopes, resulting in the deformation and reduction in the stability of the rock material. As the slopes were cut more than 10 years ago, it is worried that...
| Main Authors: | , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
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IOP Publishing Ltd
2021
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/30861/1/Awang_2021_IOP_Conf._Ser.__Earth_Environ._Sci._682_012015.pdf |
| _version_ | 1825813759603507200 |
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| author | Haryati, Awang A F, Salmanfarsi A Z, Misbahuddin Mohamad Idris, Ali |
| author_facet | Haryati, Awang A F, Salmanfarsi A Z, Misbahuddin Mohamad Idris, Ali |
| author_sort | Haryati, Awang |
| collection | UMP |
| description | The rapid development in the construction of infrastructure on the hilly terrain has led to excavation of large bodies of rock mass to form cut slopes, resulting in the deformation and reduction in the stability of the rock material. As the slopes were cut more than 10 years ago, it is worried that there should be strength deterioration of the rock slope that could affect the stability of the slope. A study should be carried out to evaluate the recent condition of the slope in terms of its stability and safety after a long period of the exposure. A field study was conducted to collect the discontinuity data and laboratory test for the purpose of stability analysis using the existing stability analysis scheme of Rock Mass Rating (RMR) and Slope Mass Rating (SMR). The study was taken place at an exposed cut slope of a highway in Sri Jaya, Pahang. The objective of this study is to determine and evaluate the stability of the rock cut slope. A classification of the discontinuity parameters such as the strength, Rock Quality Designation (RQD), spacing, aperture, infilling, persistence, weathering, and groundwater have been used to determine the rock mass condition. The classification also need laboratory test for the point load strength (PLT) parameter. The RMR classification showed the rock to be very good condition, while the SMR showed the slope to be completely stable to stable. This study provide a good database in assessing the rock slope condition from time to time for the slope authority management. |
| first_indexed | 2024-03-06T12:48:48Z |
| format | Conference or Workshop Item |
| id | UMPir30861 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:48:48Z |
| publishDate | 2021 |
| publisher | IOP Publishing Ltd |
| record_format | dspace |
| spelling | UMPir308612021-09-22T04:59:36Z http://umpir.ump.edu.my/id/eprint/30861/ Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating Haryati, Awang A F, Salmanfarsi A Z, Misbahuddin Mohamad Idris, Ali TA Engineering (General). Civil engineering (General) The rapid development in the construction of infrastructure on the hilly terrain has led to excavation of large bodies of rock mass to form cut slopes, resulting in the deformation and reduction in the stability of the rock material. As the slopes were cut more than 10 years ago, it is worried that there should be strength deterioration of the rock slope that could affect the stability of the slope. A study should be carried out to evaluate the recent condition of the slope in terms of its stability and safety after a long period of the exposure. A field study was conducted to collect the discontinuity data and laboratory test for the purpose of stability analysis using the existing stability analysis scheme of Rock Mass Rating (RMR) and Slope Mass Rating (SMR). The study was taken place at an exposed cut slope of a highway in Sri Jaya, Pahang. The objective of this study is to determine and evaluate the stability of the rock cut slope. A classification of the discontinuity parameters such as the strength, Rock Quality Designation (RQD), spacing, aperture, infilling, persistence, weathering, and groundwater have been used to determine the rock mass condition. The classification also need laboratory test for the point load strength (PLT) parameter. The RMR classification showed the rock to be very good condition, while the SMR showed the slope to be completely stable to stable. This study provide a good database in assessing the rock slope condition from time to time for the slope authority management. IOP Publishing Ltd 2021-02 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/30861/1/Awang_2021_IOP_Conf._Ser.__Earth_Environ._Sci._682_012015.pdf Haryati, Awang and A F, Salmanfarsi and A Z, Misbahuddin and Mohamad Idris, Ali (2021) Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating. In: 4th National Conference on Wind and Earthquake Engineering, NCWE 2020 , 16-17 October 2020 , Putrajaya, Virtual. pp. 1-6., 682 (1). ISSN 1755-1307 (Print); 1755-1315 (Online) (Published) https://doi.org/10.1088/1755-1315/682/1/012015 doi:10.1088/1755-1315/682/1/012015 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Haryati, Awang A F, Salmanfarsi A Z, Misbahuddin Mohamad Idris, Ali Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating |
| title | Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating |
| title_full | Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating |
| title_fullStr | Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating |
| title_full_unstemmed | Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating |
| title_short | Slope stability analysis of rock mass using Rock Mass Rating and Slope Mass Rating |
| title_sort | slope stability analysis of rock mass using rock mass rating and slope mass rating |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/30861/1/Awang_2021_IOP_Conf._Ser.__Earth_Environ._Sci._682_012015.pdf |
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