Application of Slope Mass Rating System In Slope Stability Class Evaluation
Rasyikin Roslan1, Rohayu Che Omar2, Intan Nor Zuliana Baharuddin3, Warishah Abdul Wahab4, Faten Syaira Buslima5
1Rasyikin Roslan, Institute of Energy Infrastructure, University Tenaga Nasional, Kajang, Malaysia.
2RohayuChe Omar, Institute of Energy Infrastructure, University Tenaga Nasional, Kajang, Malaysia.
3Intan Nor Zuliana Aharuddin, Institute of Energy Infrastructure, University Tenaga Nasional, Kajang, Malaysia.
4Warishah Abdul Wahab, Institute of Energy Infrastructure, University Tenaga Nasional, Kajang, Malaysia.
5Faten Syaira Buslima, Institute of Energy Infrastructure, University Tenaga Nasional, Kajang, Malaysia.
Manuscript received on September 06, 2019. | Revised Manuscript received on September 22, 2019. | Manuscript published on October 30, 2019. | PP: 3645-3649 | Volume-9 Issue-1, October 2019 | Retrieval Number: A2705109119/2019©BEIESP | DOI: 10.35940/ijeat.A2705.109119
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The rock slope stability analysis is a challenging task in geotechnical engineering. The metasedimentary cut slope at Putrajaya-Cyberjaya Link was assessed using Slope Mass Rating (SMR) system in this study. The results of SMR calculation obtained in this study is 23.3. The results shows that, the slope stability class obtained is IV and the cut slope of the study area is in bad condition. The stability is known to be unstable and the probability of failure is 0.6 or 60%.
Keywords: Slope Mass Rating System, Slope Stability, Rock Mass Rating, Intact Rock Material, Rock Quality Designation (RQD) And Spacing Of Discontinuities.