Dynamic Slope Stability Assessment Under Blast-Induced Ground Vibrations in Open-Pit Mines: A Pseudo-Static Limit Equilibrium Approach

Sami Ullah, Gaofeng Ren (), Yongxiang Ge (), Muhammad Burhan Memon, Eric Munene Kinyua and Theoneste Ndayiragije
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Sami Ullah: School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
Gaofeng Ren: School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
Yongxiang Ge: School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
Muhammad Burhan Memon: School of Resources and Safety Engineering, Central South University, Changsha 410083, China
Eric Munene Kinyua: School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
Theoneste Ndayiragije: School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China

Sustainability, 2025, vol. 17, issue 14, 1-25

Abstract: Blasting is one of the most widely used and cost-effective techniques for rock excavation and fragmentation in open-pit mining, particularly for large-scale operations. However, repeated or poorly controlled blasting can generate excessive ground vibrations that threaten slope stability by causing structural damage, fracturing of the rock mass, and potential failure. Evaluating the effects of blast-induced vibrations is essential to ensure safe and sustainable mining operations. This study investigates the impact of blasting-induced vibrations on slope stability at the Saindak Copper-Gold Open-Pit Mine in Pakistan. A comprehensive dataset was compiled, including field-monitored ground vibration measurements—specifically peak particle velocity (PPV) and key blast design parameters such as spacing (S), burden (B), stemming length (SL), maximum charge per delay (MCPD), and distance from the blast point (D). Geomechanical properties of slope-forming rock units were validated through laboratory testing. Slope stability was analyzed using pseudo-static limit equilibrium methods (LEMs) based on the Mohr–Coulomb failure criterion, employing four approaches: Fellenius, Janbu, Bishop, and Spencer. Pearson and Spearman correlation analyses quantified the influence of blasting parameters on slope behavior, and sensitivity analysis determined the cumulative distribution of slope failure and dynamic response under increasing seismic loads. FoS values were calculated for both east and west pit slopes under static and dynamic conditions. Among all methods, Spencer consistently yielded the highest FoS values. Under static conditions, FoS was 1.502 for the east slope and 1.254 for the west. Under dynamic loading, FoS declined to 1.308 and 1.102, reductions of 12.9% and 11.3%, respectively, as calculated using the Spencer method. The east slope exhibited greater stability due to its gentler angle. Correlation analysis revealed that burden had a significant negative impact (r = −0.81) on stability. Sensitivity analysis showed that stability deteriorates notably when PPV exceeds 10.9 mm/s. Although daily blasting did not critically compromise stability, the west slope showed greater vulnerability, underscoring the need for stricter control of blasting energy to mitigate vibration-induced instability and promote long-term operational sustainability.

Keywords: slope stability; blasting vibration; dynamic loading; limit equilibrium method; sustainability (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2025
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