Key-Block Theorem Application on Discontinuous Rock Slope Instabilities and Rock Mass Description
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Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-9963-4_16
Reference37 articles.
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1. Two-surface progressive failure mechanism and stability quantitative evaluation of water-induced weakening retrogressive landslides: case study for clay landslides, China;Bulletin of Engineering Geology and the Environment;2022-08-24
2. Deep learning-based key-block classification framework for discontinuous rock slopes;Journal of Rock Mechanics and Geotechnical Engineering;2022-08
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