Impact of Rock Mass Strength Anisotropy with Depth on Slope Stability Under Excavation Disturbance
In open-pit excavations, overburden rock mass is disturbed by processes like blasting and mechanical excavation, leading to a reduction in mechanical properties. Accounting for this disturbance is essential for ensuring slope stability, optimizing costs, and maintaining feasibility. The Hoek–Brown f...
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Main Author: | Gulseren Dagdelenler |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-12-01
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Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/15/1/164 |
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