Rock Slope Stability Analysis based on New Qslope method for Semirom Region in Iran

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Moharami Alireza; Azadi Mahsa

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Journal Paper

Paper Information

Journal: Civil and Geoengineering Letters Year:2024 | Volume:1 | Issue:2 Page(s): 1-7

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Title

Rock Slope Stability Analysis based on New Qslope method for Semirom Region in Iran

Author(s)

Moharami Alireza | Azadi Mahsa | Issue Writer Certificate

Keywords

Rock slope

Slope stability

rock mechanics

Qslope

Geology

Abstract

Rock slope stability is a crucial component of geotechnical engineering, aimed at ensuring the safety and integrity of both natural and artificial slopes within rock formations. This study aims to classify Rock slopes based on stability using the Qslope method, an approach originally developed by Bar and Barton in 2017 and later modified by Azarafza et al. in 2020 to accommodate data from Iran. For this research, 12 jointed Rock slopes in the Semirom region of Iran were selected as case studies. The analysis revealed that most of these slopes are in stable or uncertain conditions, while two were identified as unstable. The findings underscore the utility of the Qslope method as a fast and efficient tool for assessing Rock slope stability. This method offers practical advantages for geotechnical engineers, as it streamlines the evaluation process, especially in regions where geological data may be limited or difficult to obtain. Ultimately, the study contributes valuable insights into Slope stability management in Iran, while also confirming the broader applicability of the Qslope method to various geographical contexts.

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